Enhancing the CPT correlation with the small strain shear stiffness of sands-Reference-Cited by-同舟云学术

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Enhancing the CPT correlation with the small strain shear stiffness of sands

Published:2017-12 Issue:4 Volume:8 Page:539-548
ISSN:2090-4479
Container-title:Ain Shams Engineering Journal
language:en
Short-container-title:Ain Shams Engineering Journal

Author:

Ahmed Sayed M.

Publisher

Elsevier BV

Subject

General Engineering

Reference31 articles.

1. Interpretation of cone penetration tests;Robertson;Part I: Sand, Can Geotech J,1983

2. Guide to cone penetration testing for geotechnical engineering;Robertson,2015

3. Seismic CPT to measure in situ shear wave velocity;Robertson;J Geotech Eng, ASCE,1986

4. Undisturbed sand strength from seismic cone tests;Mayne;Geomech GeoEng,2006

5. Interpretation of geotechnical parameters from seismic piezocone tests;Mayne,2014

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Estimating Hardening Soil-Brick model parameters for sands based on CPTU tests and laboratory experimental evidence;Scientific Reports;2024-07-02

2. Data-driven hierarchical Bayesian model for predicting wall deflections in deep excavations in clay;Computers and Geotechnics;2024-04

3. Revisiting the CPT-based characterizations of a highway subgrade;Geomechanics and Geoengineering;2019-03

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