Shear wave velocity and its anisotropy of biocemented glass sand

被引：0

作者：

Shi, Jinquan ^{[1
]}

Li, Haoyu ^{[1
]}

Xiao, Yang ^{[1
]}

Hu, Jian ^{[1
]}

Liu, Hanlong ^{[1
]}

机构：

[1] Chongqing Univ, Sch Civil Engn, Chongqing, Peoples R China

来源：

PROCEEDINGS OF THE 8TH INTERNATIONAL SYMPOSIUM ON DEFORMATION CHARACTERISTICS OF GEOMATERIALS, IS-PORTO 2023 | 2024年 / 544卷

基金：

美国国家科学基金会;

关键词：

Shear wave velocity; biocementation; MICP; anisotropy; CEMENTATION; PARAMETERS;

D O I：

10.1051/e3sconf/202454401021

中图分类号：

P3 [地球物理学]; P59 [地球化学];

学科分类号：

0708 ; 070902 ;

摘要：

The paper presents a series of experimental studies on the anisotropic small strain stiffness of a biocemented glass sand. Multidirectional shear wave velocities were measured on the isotropic consolidated samples in a triaxial cell. The biotreatment method, shear wave velocity, and its anisotropy of the biocemented sand were reported. It is found that the shear wave velocity increases with the increase of cementation level and the stiffness anisotropy firstly increases then decreases with the increase of cementation level. The paper aims to provide a new way to simulate the undisturbed state of sandy soils in laboratory with the microbially induced calcite precipitation technique.

引用

页数：5

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