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Wenxuan Zhu

affiliation not provided to SSRN

SCHOLARLY PAPERS

5

DOWNLOADS

297

TOTAL CITATIONS

1

Scholarly Papers (5)

1.

Geotechnical Characterization of Deep Shanghai Clays

Number of pages: 33 Posted: 16 Feb 2022
affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN and Tongji University
Downloads 78 (816,709)
Citation 1

Abstract:

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deep clay, physical property, laboratory tests, overconsolidation, Soil structure

2.

Shaking Table Tests of Offshore Wind Turbine Systems With a Suction Bucket Foundation In Sandy Seabed Subject to Earthquake and Wind Loads

Number of pages: 46 Posted: 23 May 2024
affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 66 (924,743)

Abstract:

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offshore wind turbine, Suction bucket foundation, Liquefaction, Earthquake response, Shaking table test

3.

Bearing Capacity Analysis and Mechanism Study of Shared Caisson Under Multidirectional Loading

Number of pages: 43 Posted: 03 Jan 2024
Shanghai Jiao Tong University (SJTU), affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, University of Melbourne and University of Melbourne
Downloads 61 (951,658)

Abstract:

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Shared caisson, Multidirectional load, bearing capacity, plastic deformation, Sand density.

4.

Parameters Sensitivity and Identification in the Shanghai Model: A Numerical Analysis for Deep Excavation

Number of pages: 47 Posted: 14 Mar 2025
Shanghai Jiao Tong University (SJTU), Shanghai Jiao Tong University (SJTU), affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 55 (1,010,164)

Abstract:

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Underground Construction, Constitutive model, Parameter identification, Numerical calculation, Deep excavation, Field case studies

5.

Numerical Tests on Dynamic Response of Embankment with Pile-Supported Foundation for High-Speed Railway in Soft Ground Using Soil-Water Coupling Elastoplastic Fem

Number of pages: 32 Posted: 25 Jun 2024
Ningbo University, affiliation not provided to SSRN, Kyoto University, Ningbo University, Changsha University of Science and Technology and Nagoya Institute of Technology
Downloads 37 (1,222,651)

Abstract:

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High-speed railway, Pile-supported foundation, Soft ground, Soil-water coupling, Dynamic response, Elastoplastic FEM