EVALUATION OF PORE WATER PRESSURE DURING CYCLIC SHEARING OF SATURATED SANDS.

被引：0

作者：

Yamanouchi, Toyotoshi ^{[1
]}

Sakai, Akira ^{[1
]}

机构：

[1] Kyushu Univ, Dep of Civil, Engineering Hydraulics & Soil, Mechanics, Fukuoka, Jpn, Kyushu Univ, Dep of Civil Engineering Hydraulics & Soil Mechanics, Fukuoka, Jpn

来源：

Memoirs of the Kyushu University, Faculty of Engineering | 1984年 / 44卷 / 03期

关键词：

EARTHQUAKES - Computer Simulation;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A pore water pressure model newly proposed by the authors predicts successfully the pressure response under undrained conditions not only for uniform stresses but also for irregular ones. A new formulation based on the endochronic theory is presented for depicting the pore water pressure with a single monotonically increasing function of the accumulated inelastic shear strain, which physically represents the accumulated rearrangement of particle configurations.

引用

页码：225 / 237

共 50 条

[21] Effects of Initial Shear Stress and Vibration Frequency on the Dynamic Pore-Water Pressure of Saturated Sands
Zhang, Jian
Cao, Jiuting
Huang, Sijie
ADVANCES IN CIVIL ENGINEERING, 2018, 2018
[22] Unidirectional cyclic shearing of sands: Evaluation of three different constitutive models
Moreno-Torres, Oscar H.
Mendoza-Bolanos, Cristhian
Salas-Montoya, Andres
GEOMECHANICS AND ENGINEERING, 2023, 35 (04) : 449 - 464
[23] DEM simulation of rise of excess pore water pressure of saturated sands under vertical ground motion
Zhai, ED
Miyajima, M
Kitaura, M
COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 1, 1997, : 535 - 539
[24] Effects of Membrane Compliance on Pore Water Pressure Generation in Gravelly Sands under Cyclic Loading
Haeri, S. Mohsen
Shakeri, Mohammad Reza
GEOTECHNICAL TESTING JOURNAL, 2010, 33 (05): : 375 - 384
[25] Simplified procedure for estimating shaking-induced pore-water pressure dissipation of layered saturated sands
DUT
Dalian Ligong Daxue Xuebao, 2 (216-221):
[26] Cyclic threshold shear strains of sands based on pore water pressure buildup and variation of deformation characteristics
Department of Civil and Environmental Engineering, KAIST, Daejeon, Korea, Republic of
Int. J. Offshore Polar Eng., 2006, 1 (57-64):
[27] Cyclic threshold shear strains of sands based on pore water pressure buildup and variation of deformation characteristics
Kim, DS
Choo, YW
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2006, 16 (01) : 57 - 64
[28] Pore water pressure model for sands reinforced with randomly distributed fibers based on cyclic triaxial tests
Zhang, Jinli
Yang, Zhuangyi
Yang, Qing
Li, Gang
Liu, Jia
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 148
[29] Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading
Wang Binghui
Earthquake Engineering and Engineering Vibration, 2010, 9 (04) : 569 - 576
[30] Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading
Wang Binghui
Chen Guoxing
Jin Dandan
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2010, 9 (04) : 569 - 576

← 1 2 3 4 5 →