Guanlin Ye

affiliation not provided to SSRN

No Address Available

SCHOLARLY PAPERS

5

DOWNLOADS

192

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 60 (780,227)
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 38 (971,017)

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

3.

Evaluation of Bearing Capacity Envelope of Mat Foundations in Soft Clay Seabed Under Wave Loads Using Kriging-Based Response Surface Method

Number of pages: 29 Posted: 16 Jun 2023
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, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 38 (971,017)

Abstract:

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Mat foundation, bearing capacity failure envelope, cyclic wave loads, Kriging-based, response surface method

4.

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 36 (981,105)

Abstract:

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

5.

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 20 (1,166,051)

Abstract:

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