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Physical mechanism of the variation of longitudinal wave velocity with porosity in seafloor sediments Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-13 Jianjun Long, Ganxian Li
In order to reveal the response mechanism of longitudinal wave velocity and related parameters, through the statistical analysis of the measurement data of seafloor sediments, it is found that ther...
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Effect of stage amplitude ratio on dynamic behaviors of sand under wind turbine loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-13 Zeng Qingyuan, Ding Haijian, Shen Xia, Yan Zhang, Xie Zhiwei
Offshore wind turbines are subjected to more significant wave and wind environmental loads at extreme weather conditions, making subsoil experience various loading stages with different amplitudes....
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Characterization of metal elements in deep-seabed polymetallic nodules: A multivariate statistical approach Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-13 Saekyeol Kim, Su-gil Cho, Jong-Su Choi, Sanghyun Park, Sup Hong, Hyung-Woo Kim, Cheon-Hong Min, Young-Tak Ko, Sang-Bum Chi, Tae Hee Lee
Deep-seabed polymetallic nodules have been recognized as a potential solution to the depletion of many metals that are produced by terrestrial minerals. Mineral resources obtained by deep-seabed mi...
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Numerical study on lateral response of piles in sandy slopes employing a hardening soil model Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-11 Yamini Jala, Vishwas A. Sawant, Anumita Mishra
The present study investigates the lateral response of piles on sandy slopes. PLAXIS 3D has been employed to perform three-dimensional finite element analysis. A number of numerical assessments hav...
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Changes of Yancheng coastline near 20 years based on remote sensing technology Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-08 Yu Song, Shuang Yang, Dongxu Li, Yubao Shao, Jie Cheng, Xingxing Shan, Li Cao, Silong Li, Chao Xie, Li Shan, Delong Tian, Hao Wang, Lei Jia, Jinjian Huang, Zhuangcai Tian, Jianhua Yue
The study of coastline changes is crucial for the monitoring, development, and management of coastal environments. This article specifically focuses on the coastline of Yancheng. To analyze the cha...
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Numerical study on soil springs stiffnesses of laterally loaded monopiles Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-06 Yang Wang, Guoliang Dai, Mingxing Zhu, Zhirong Jia, Jinbiao Wu, Bangxiang Li
Unlike traditional pile foundations, monopiles supporting offshore wind turbines usually have the characteristics of large diameter (D) and relatively low length-to-diameter ratio (Lm/D). Accurate ...
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Effect of curing stress on the interface property of cement-treated dredged mud and geogrid Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-29 Chengchun Qiu, Guizhong Xu, Dan Zhang, Fahong Wu, Donghui Cao
The cement-treated dredged mud mixture is suitable for backfill in earthwork projects because of its high water content and flowability. Incorporating geogrid can enhance the mixture’s tensile stre...
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Experimental study on dredged slurry treatment with straw as horizonal drains by vacuum preloading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-03-01 Si-fang Deng, Guizhong Xu, Weijuan Geng, Di Wu, Wenzhi Song
This paper presents a novel method of treating high water content dredged slurry by vacuum pre-pressure using woven rice straw as horizontal drainage boards (SHDs). This not only helps to avoid the...
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Preliminary study on the water film at the soil–structure interface under cyclic loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-26 Yufeng Gao, Gui Zhao, Pengcheng Ma, Shuang Shu
Offshore foundations usually experience long-term cyclic loading, where the weakly bound water at the soil-structure interface can be transformed into free water. The free water enriched at the soi...
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Parameter optimization and tractive performance evaluation of tracked miner Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-26 Dingbang Wei, Qiang Yang, Huade Cao, Jianxin Xia, Guangzhi Liu
Enhancing the traction performance of the tracked miner is crucial for ensuring smooth seabed operation. In this study, an experimental device for the interaction between track and deep-sea sedimen...
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Water inflow prediction and waterproof-drainage system optimization in undersea tunnel Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-27 Yunjuan Chen, Mengyue Liu, Lening Wang, Zongqing Zhou, Haolin Li
This study focuses on the Shantou Bay Undersea Tunnel and engages in theoretical research to develop a water inflow prediction formula associated with pore water pressure, building upon Darcy’s law...
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Soil-geogrid interaction: The shear zone thickness of seafloor sediments with geogrid compared to filling materials Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-23 Bahadir Ok, Altan Aker
In geotechnical applications close to marine areas, using soil with rounded gravel that waves have left on the seafloor as fill material can help ensure the sustainable use of natural resources. Ho...
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Experimental study on macro-micro effectiveness of Yellow River silt solidified by using soybean-induced carbonate precipitation (SICP) technology Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-21 Yuke Wang, Hao Chen, Yanbo Chen, Meiju Jiao, Zhengyu Fan
For a long time, the sediment problem has been regarded as the most concerning issue for the Yellow River in China. Meanwhile, the research on the resource utilization of Yellow River silt has been...
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Marine domestication of Sporosarcina pasteurii induces the precipitation of CaCO3 to solidify calcareous sand Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-19 Yuxuan Zhou, Jun Hu
The construction of island reef projects using natural seawater, tailored to local conditions, holds significant importance for the advancement of environmentally-friendly geotechnical engineering ...
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Investigation on strength characteristics of fly ash treated dredged marine clay with various pore water salinities Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-22 Lexuan Zhang, Xuechen Tian, Wenjie Qiu, Jie Yin
This study investigated the strength characteristics of dredged marine clays treated with fly ash with varying porewater salinities. A series of laboratory tests were conducted on fly ash-treated d...
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A deep-sea in-situ chemical laboratory for cabled seafloor observatories Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-21 Feng Lyu, Chao Chen, Zhengwei Wu
A deep-sea in-situ chemical laboratory (DICL) is proposed for new insight into ocean chemical evolution. The DICL integrates a deep-sea in-situ anion analyzer (DIAA) and several chemical sensors co...
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An in-situ portable pore-water sampler for evaluating the vertical distribution in the sediment interface Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-14 Ying Wang, Xinghui Tan, Xingshuang Lin, Yuping Fang, Yuan Lin, Jiawang Chen, Yuhong Wang, Yuxia Sun
The characteristics of chemical elements in marine pore-water are significant for investigating and evaluating the marine sediment environment (especially vertical distribution characteristics, etc...
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An experimental study on dredged Qinhuai river sediment-based flowable fill treated by flocculation-cementation method Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-12 Xiaoyu Li, Jian Ji, Jia He
The traditional Portland cement solidification method has low efficiency in treating dredged sediments with high water content. In this study, flowable fill was prepared using dredged sediments by ...
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Effects of lime and polymer flocculants on consolidation behaviours of high-water content sludge Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-12 Honglei Sun, Jingling Lu, Shanlin Xu, Zhenqi Weng, Hao Zhang, Jing Deng, Chunyi Cui
Vacuum preloading combined with flocculation has shown great potential for improving the dredged sludge’s dewatering and consolidation. To identify a suitable flocculant combined with vacuum preloa...
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Investigation into pullout characteristics of root piles within coral sand foundations at varied relative compaction Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-12 Zhiqiang Wang, Xiangwei Fang, Yuhao Li, Chunni Shen, Fenghui Hu, Ganggang Zhou
Root piles exhibit favorable bearing characteristics, rendering them suitable for the foundation of offshore wind power facilities to withstand uplift loads. This study compared the uplift load bea...
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Effect of sea level drawdown on coastal clay slope stability considering two strength criteria Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-08 Di Wu, Xin Chen, Jingwu Zhang
For coastal slopes, the effects of sea level drawdown on slope stabilities with linear and nonlinear criteria are lack of research. This paper employed tangential method to carry out limit analysis...
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Fracture failure characteristics of shallow coral reef under wave dynamic loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-08 Tao Li, Jiajun Shu, Bingni Wu, Jingzhu Huang, Zhengding Deng
Long-term wave loading is the main cause of destabilization and damage to shallow coral reef near the coast. In this study, the fine-scale damage mechanism and fracture characteristics of reef at a...
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Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-07 Fen Li, Jiaojiao Fu, Jiahui Chen, Dan Hu
The monopile-supported offshore wind turbines (OWTs) are subjected to the wave and current loadings. Affected by currents and waves, monopile-supported OWTs are also vulnerable to scour. However, t...
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Scheme design and flow performance analysis of double-bits combination wire-line coring technology for seafloor drill Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-01 Jialiang Wang, Chen Chen, Youjia Hu, Buyan Wan, Bibing Xiao, Zhigang Xu, Siqi Hu, Mengfei Yu
In order to meet the requirement of high-quality samples for evaluating marine mineral resources reserves, a double-bits combination wire line coring scheme for seafloor drill is proposed. The Bern...
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Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-01 Lin Guo, Hao Wu, Yanping He, Hui Li, Yilong Sun
Sea areas with an average water depth of 5-15 m in the East China Sea are mostly muddy soft-foundation seabed. The wind power infrastructure built on them must fully consider the mechanical propert...
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Novel torpedo pile combining water-jet technology and vibration loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-02-01 Chuanming Dong, Yongjun Gong
Offshore piles are widely used as support and anchoring structures to provide stable support foundations. In this study, a novel torpedo pile is designed that combines water-jet technology and vibr...
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A bounding surface model of methane hydrate-bearing carbonate sand-silt mixtures Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-25 Lu Ma, Yuzhe Ren, Jincheng Ren, Shan Chang, Xuemin Zhu, Kaiyu Fu, Huan Ye, Bi Sun
The geological environment of marine methane hydrate-bearing sediments (MHBS) is highly complex. Mastering the mechanical behavior of MHBS is crucial for analyzing geomechanical hazards and evaluat...
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Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-24 Anh-Dan Nguyen, Young-Sang Kim, Gyeong-O Kang
Upgrading the caisson-type quay wall could be conducted by strengthening the rubble mound beneath the front caisson toe. Subsequently, the rubble in front of the wall is removed to increase the fro...
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Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-22 Xinchen Qiu, M. Hesham El Naggar, Kuihua Wang, Shuang Zhao, Juntao Wu
In recent years, the monopile foundation is increasingly utilized to support offshore wind turbines (OWT). However, as the OWT becomes larger, a larger monopile diameter is always required to resis...
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Air-boosted vacuum preloading method for land reclamation with vertical drains: Numerical and analytical solutions Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-22 Kuo Li, Chuanxun Li, Mengmeng Lu, Peng Wang
As an emerging ground treatment technique, the air-boosted vacuum preloading method accelerates the consolidation process of soils with vertical drains and enhances the bearing capacity and stabili...
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Experimental study on the mechanical behavior of EICP-casein-treated calcareous sand Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-18 Lin Liu, Linxian Gong, Yi Jin, Mengyan Shi, Zhazha Hu, Shuyue Zhu, Shunxi Liu, Tingchen Hao, Xu Guo
In order to protect and develop marine resources, it is essential to reinforce the calcareous sand foundation on coral reefs during engineering construction. This study proposes a novel approach th...
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Numerical investigation of resistance components distribution for lateral loaded offshore wind turbine monopile Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-17 Ge Wang, Chencong Liao, Lulu Zhang, Jiangqin Lin, Guanlin Ye, Zechao Zhang
With the increasing capacity of offshore wind turbines, the diameter of wind power monopiles has been continuously growing, leading to a significant decrease in the length-to-diameter ratio (L/D). ...
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Particle breakage characteristics and grading evolution of calcareous sand under various stress paths Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-11 Mingxing Luo, Xiaoxuan Liu, Li Zhong, Cai Wu
Stress path is a key factor affecting the particle breakage of calcareous sand. In this study, the effects of stress path variations on calcareous sand particle breakage were investigated through t...
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Vacuum consolidation theory of dredged slurry considering nonlinear clogging behaviors Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-13 Jiahao Wang, Baozhu Miao, Chengwu Zhou, Yanming Yu, Li Shi
Clogging in the prefabricated vertical drains (PVDs) and soils is an inherent feature associated with vacuum treatment of slurry ground. The clogging column is characterized by nonlinear growth of ...
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Effect of single and dual voids on vertical capacity of large-diameter monopiles in marine clay Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-08 Wenzhe Peng, Minghua Zhao, Ling Zhang, Qin Zhu, Shuai Zhou
This study utilizes the finite element limit analysis (FELA) method to numerically investigate the effect of single and dual voids on the vertical bearing capacity of nearshore large-diameter monop...
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Influence of layered degradable straw drainage system on eco-treatment of dredged sludge under vacuum preloading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-06 Guizhong Xu, Quanyi Zhang, Mengying Gao, Junjun Ni, Jiaxing Weng
In response to the long-term non-degradation and environmental pollution caused by the use of horizontal plastic drainage boards, a new approach is proposed in this study, which involves employing ...
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Application of artificial neural networks for predicting lateral and uplift capacity of buried rectangular box carrying pipelines Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-05 Khamnoy Kounlavong, Van Qui Lai, Jitesh T. Chavda, Rungkhun Banyong, Pitthaya Jamsawang, Suraparb Keawsawasvong
Urban and offshore subterranean comprehensive pipelines are currently utilized frequently as infrastructure for fitting different engineering pipelines used for electricity, signal transmission, na...
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Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation Mar. Georesources Geotech. (IF 2.2) Pub Date : 2024-01-03 Zhen Qi, Lei Lang, Changtao Wang, Fengyun Wang, Yin Wang
The traditional foundation design does not consider the bearing capacity under multi-directional coupling load. However, the foundation is usually subjected to vertical (V), horizontal (H) and mome...
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Vertical behavior of a suction caisson using state-dependent sand friction angles Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-27 Jinzhong Liu, Xuguang Chen
The vertical bearing capacity of the suction caissons is vital to the safety of marine jacket foundations. The sand friction angle is a key parameter for calculating the vertical bearing capacity. ...
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Application of the improved particle swarm optimization method in slope probability analysis Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-23 Yukuai Wan, Renhao Xu, Rong Yang, Lei Zhu
To improve the probability analysis efficiency of slope, this paper proposes an improved particle swarm optimization (IPSO) method to determine the critical sliding surface (CSS) and its correspond...
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Comparison and analysis of four advanced bounding surface models Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-23 Xiaowei Meng, Endi Zhai, Chengshun Xu
The accuracy of the constitutive model affects the precision of the finite element analysis. Four advanced sand constitutive models—the DM04 model, the SANISAND-MS model with memory surface (MS), t...
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The role of breakage-dependent critical state lines in constitutive modelling of sand under axisymmetric drained and undrained loads: A comparative study Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-21 Shuang Shu, Chen Yan, Wei Zhao, Yifei Sun
Particle breakage usually takes place within sand when subjected to external loading, which changes the critical state line (CSL) and stress-strain behavior of sand. To consider such effect, differ...
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Artificial islands in modern development: Construction, applications, and environmental challenges Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-21 Yan-Ning Wang, Jing-Rui Peng, Chandra Bogireddy, Bharat Rattan, Meng-Xi Tan
Artificial islands are extensively utilized in urban development, ports, and tourism projects worldwide, but they also present numerous ecological and environmental challenges. This study provides ...
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Lateral bearing capacity and rotation center variation for modified suction caisson in saturated sand Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-21 Yukun Zhang, Chuanping Sun, Dayong Li, Dawei Mao
The modified suction caisson (MSC) is a novel type of foundation for offshore wind turbines. Model tests and numerical simulations were conducted on the MSCs in sand to explore the lateral bearing ...
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Bio-cementation of coral sand using microbial-induced calcite precipitation with sodium alginate Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-20 Zhekai Wang, Huiming Tan, Yifei Sun, Fumao Chen
Coral sand with microbial-induced calcite precipitation (MICP) is a promising material for practical engineering. This study attempts to improve the precipitation efficiency by using a modified bio...
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Changing law of permeability coefficient during compression for reconstituted sandy clays Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-20 Meng Ying Gao, Feng Ji, Zhen-Shun Hong, Xiu Song Shi
Sandy clay is defined as a sand–clay mixture with the mechanical behavior dominated by fine clay but affected by coarse sand. Twenty sets of one-dimensional incremental load consolidation and falli...
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Revitalizing dredged soils through chemical-physical combined method: A feasibility study Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-14 Kishore M S, Gayathri S, D. Akhil Varma, Jeevan Mathew Tharayil
Dredged soils are often considered as waste and pose significant environmental challenge. The objective of this study is to find the feasibility of utilizing dredged soil from Vizhinjam (MH soil) a...
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Laboratory study on bearing capacity of batter rock-socketed pile group under combined loads Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-16 Daokun Zhuang, Lemin Ma, Wei Guo, Yuxiao Ren
The batter rock-socketed pile (BRSP) groups have been gradually introduced in practice to support not only the vertical load caused by overlying infrastructures but also the horizontal loads caused...
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The effect of particle breakage on the dilatancy and shear behavior of marine calcareous and siliceous deposits Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-11 Reza Rezvani
A large part of ocean surface is covered by calcareous deposits. The Low stiffness and weak particles of calcareous soils deposited by marine organisms showed significant particle breakage under ap...
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Probabilistic stability analysis of small-angle marine slopes considering hydrate decomposition and seismic excitation Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-12 Jitao Xu, Haitao Zhu, Mingjing Jiang, Wenhao Li, Shijie Zhang, Xiaodong Chang
The submarine massive mud transports of several seas around the world, including the Shenhu Sea, are thought to relate with hydrate decomposition, which occur even at small gradients. This article ...
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Effect of water environment on mechanical behavior of coral aggregate concrete Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-04 Xiao-Chun Fan, Ao Zhang, Xu Gao, Yue Qin
The complex marine environment often exposes concrete to seawater and acidic conditions during its service life. To investigate the effect and mechanism of special water environments on coral sand ...
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Effect of spatial variability of cone penetration resistance on probabilistic axial capacity of pile foundations Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-01 Saikumar Kotra, Kaustav Chatterjee
The Cone Penetration Test (CPT) is site-specific and it is one of the predominant tests in geotechnical investigations used for varied offshore and onshore facilities. The evaluation of axial load ...
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Load envelope concept of offshore wind turbine monopile with the allowed inclined angle in sand Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-01 Zhongchang Zhang, Yaru Zhang, Mengtao Xu, Xing Zha, Shengjie Rui
Monopiles are the economic choices in shallow water as the foundations of offshore wind turbines (OWTs). Maximum allowed rotation θ = 0.25° is set as the criterion in the serviceability limit state...
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The compressive behaviours and microscopic characteristics of deep-sea soft soil with deionized or sea water Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-01 Mingjing Jiang, Guangshuai Li, Huayang Lei, Zhiyuan Li
To investigate the effects of different pore water environments on compressive behaviours of the deep-sea soft soil from South China Sea, four kinds of soil samples including natural sample with se...
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Pullout capacity of horizontal circular plates embedded in sand using the method of stress characteristics Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-12-01 Majd Tarraf, Ehsan Seyedi Hosseininia
The pullout capacity of horizontal anchor plates plays a crucial role in ensuring the stability and performance of various structures subjected to uplift or lateral loading. This paper presents an ...
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Characterization of nano-SiO2 cemented soil under the coupled effects of dry-wet cycles and chlorination Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-11-28 Qingsheng Chen, Shaozhen Wan, Gaoliang Tao, Sanjay Nimbalkar, Zhihao Tian, Ronghu Yu
In contrast to cemented soils in terrestrial natural environments, cemented soils in littoral and marine geotechnical engineering face numerous difficulties. In coastal and marine geotechnical engi...
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Effects of local scouring on capacities of monopile-wheel composite foundations in sand under lateral loading Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-11-27 Shun Chen, Xinjun Zou, Xinyao Tu, Chuxiong Liang
This paper focuses on an innovative foundation type of monopile-friction wheel composite foundations, which aim to enhance the loading performance of offshore wind turbines (OWTs) while mitigating ...
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Strength characteristics of marine clay mixed with coal ash and cement with microstructural verification Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-11-24 Nadiah Jamaludin, Nor Zurairahetty Mohd Yunus, Siti Norafida Jusoh, Faizal Pakir, Ahmed Mohammed Awad Mohammed
This study uses coal ash obtained from the Tanjung Bin coal power plant consisting of a mixture of fly ash and bottom ash at different ratios. Such mixtures will be used with the minimum amount of ...
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The pullout capacity of OMNI-Max anchors in sand Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-11-23 Haixiao Liu, Feilian Deng, Chenyang Zhang, Zhou Li
As the latest development and benchmark of a gravity installed anchor (GIA), the OMNI-Max anchor stands as a cutting-edge achievement and benchmark, finding increasingly widespread use within moori...
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Geoacoustic model based on physical property characterization of the southeastern shelf sediments (Korea Strait) of Korea Mar. Georesources Geotech. (IF 2.2) Pub Date : 2023-11-23 Gil Young Kim, Kiju Park, Seok-Hwi Hong, Gwang Soo Lee, Dong-Geun Yoo, Seong-Pil Kim, Shin Yu
Deep-core samples collected from the southeastern shelf (Korea Strait) of Korea were used to characterize physical properties of the area with respect to burial depth. Laboratory analyses of the ac...