Search Results - "Wu, Shengshen"

Influence of different strain rates on hydro-mechanical behaviour of reconstituted unsaturated soil by Wu, Shengshen, Zhou, Annan, Shen, Shui-Long, Kodikara, Jayantha

“…The hydro-mechanical behaviour of a reconstituted unsaturated soil under different suctions and strain rates was studied through various rate-controlled…”
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Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance by Wu, Shengshen, Lok, Thomas, Xu, Youwei, Wang, Weigang, Wu, Bisheng

“…This paper intends to study the influence of the shearing rate on the undrained monotonic behavior of marine clay under different over-consolidation ratios and…”
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Rate-dependent behaviour of a saturated clay under different stress histories and k0 conditions by Wu, Shengshen, Lok, Thomas, Xu, Youwei, Wang, Dong

“…This paper investigates the results obtained from a series of K 0 -consolidated undrained triaxial tests, which were carried out on marine clay specimens under…”
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Real-time prediction of the mechanical behavior of suction caisson during installation process using GA-BP neural network by Wu, Shengshen, Zhao, Gaofeng, Wu, Bisheng

“…Due to the short construction period, convenient transportation and strong geological adaptability, the suction caisson has received more and more attention in…”
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Including degree of capillary saturation into constitutive modelling of unsaturated soils by Zhou, Annan, Wu, Shengshen, Li, Jie, Sheng, Daichao

“…The degree of saturation (S) of soil can be separated into two components: the degree of capillary saturation (S′) that is based on the capillary water and the…”
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Mechanistic analysis of urban tree-soil interactions: Species-specific water use and desiccation effects on expansive clays by Sun, Xi, Li, Jie, Liu, Xin, Wu, Shengshen, Gao, You

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Influence of overconsolidation ratio on hydromechanical behaviour of unsaturated silty soil under various shearing rates by Wu, Shengshen, Zhou, Annan, Li, Jie, Wu, Bisheng

“…Due to the limited land resources in major cities, reclamation becomes an optimal option to solve this issue, unsaturated soil is often involved in these…”
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A material point-finite element (MPM-FEM) model for simulating three-dimensional soil-structure interactions with the hybrid contact method by Lei, Zhengda, Wu, Bisheng, Wu, Shengshen, Nie, Yuanxun, Cheng, Shaoyi, Zhang, Chongyuan

“…Large deformation in soils and frictional soil-structure contact are important geotechnical processes that should be considered when designing protective…”
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An advanced constitutive model for drained and undrained unsaturated soil under different over-consolidation ratios by Wu, Shengshen, Wang, Weigang, Wu, Bisheng

“…The soil deposits for general constructions and mining are often under both saturated and unsaturated conditions at different overconsolidation ratios. Within…”
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Determination of peak and ultimate shear strength parameters of compacted clay by Xu, Youwei, Wu, Shengshen, Williams, David J., Serati, Mehdi

“…Shear strength parameters of compacted clay liners (CCLs) are needed for the safety design and stability analyses of mine waste dumps. The shear strengths of…”
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Deviatoric Creep Effect of Unsaturated Soil during Shearing under Different Suctions and Stress Histories by Wu, Shengshen, Zhou, Annan, Li, Jie, Liu, Manlin

“…Abstract In this research, creep behavior during shearing (deviatoric creep) was studied through a series of constant water content triaxial tests for…”
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Hydromechanical behaviour of overconsolidated unsaturated soil in undrained conditions by Wu, Shengshen, Zhou, Annan, Li, Jie, Kodikara, Jayantha, Cheng, Wen-Chieh

“…Hydromechanical behaviour of an unsaturated silt with various suctions and different overconsolidated ratios (OCRs) was investigated through a series of…”
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An advanced constitutive model for drained and undrained unsaturated soil under different over-consolidation ratios by Wu, Shengshen, Wang, Weigang, Wu, Bisheng

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