Granite residual soil is vulnerable to collapse under rainfall-induced erosion. This may in
turn lead to the occurrence of landslides or debris flows on slopes. Previous studies on use …

The content of clay particles has a key influence on the physical and mechanical properties
of microbial solidified granite residual soil. Microbial-induced calcite precipitation (MICP) …

Unsaturated soil properties such as soil–water characteristic curve (SWCC) and shear
strength are required for seepage and stability flow analyses in various geo-engineering …

Granite residual soil (GRS) has prominent disintegration characteristics which have induced
various geological disasters and engineering problems. The initial moisture content is …

An effective method widely used in geotechnical engineering to solve the shrinkage and
cracking issues in cement-stabilized soil (CS) is evenly mixing randomly distributed fibers …

High rainfall environmental conditions can easily cause erosion or collapse of the granite
residual soil slope. However, traditional slope reinforcement methods have drawbacks such …

为提升微生物固化花岗岩残积土的效果, 综合考虑木质素磺酸钙的特点和MICP (Microbial⁃
induced calcite precipitation) 作用过程的环境条件, 设计进行木质素磺酸钙增强MICP …

黄土特殊的结构和矿物组成导致其遇水易崩解, 并引起边坡失稳, 湿陷性沉降等一系列岩土工程
问题. 微生物诱导碳酸钙沉淀(MICP) 技术是一种新型微生物矿化技术, 本文通过自制崩解仪探究 …

The parent rock properties, weathering degree and soil formation conditions of soil in
different regions and different levels are different, which results in the obvious difference of …