A5052299771- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Geotechnical Engineering and Soil Stabilization
- Grouting, Rheology, and Soil Mechanics
- Landfill Environmental Impact Studies
- Microbial Applications in Construction Materials
- Geotechnical Engineering and Analysis
- Geotechnical and Geomechanical Engineering
- Vibration and Dynamic Analysis
- Civil and Geotechnical Engineering Research
- Fluid Dynamics Simulations and Interactions
Jiangsu University
2017-2025
Nanjing Tech University
2013-2018
China Earthquake Disaster Prevention Centre
2018
Beijing University of Civil Engineering and Architecture
2012
Beijing University of Technology
2012
A few well-documented liquefaction case studies of gravelly soils during major earthquakes have increased concerns regarding the susceptibility sand soils. Understanding failure mechanism sand-gravel mixtures under undrained cyclic loading is important for better assessing their susceptibility. The and isotropically anisotropically consolidated are investigated in a solid cylinder apparatus; and, influences varying material properties, compactness states, particle gradations systematically...
To evaluate the engineering performance against water resistance of lignin-modified soil, unconfined compressive strength (UCS) tests and direct shear were conducted on silty sand modified with varying lignin contents (2%, 5%, 8%, 12%, 15%) following wet-dry cycles. The results demonstrate that 8% soil has highest UCS strength. addition to enhances its durability, by exhibiting durability. structural properties subjected cycles can be quantified using a combined stability index variability...
The application of scrap tires as construction materials in civil engineering is one the most promising ways to recycle this pollutant. objective study was investigate shear strength and liquefaction potential saturated rubber‐sand mixtures. Direct tests cyclic triaxial were conducted on mixtures at various rubber contents. It found that addition particles sand changed stress‐horizontal displacement development. improved slightly resistance significantly. Additionally, a hyperbolic model...
As reuse materials, waste tyres mixed with soils are valuable materials to be used for many purposes in geotechnical projects that may subjected dynamic loads. The aim of this study is assess the efficacy using buried pipe protection. To achieve purpose, a series laboratory model tests were carried out investigate responses pure soil and rubber mixtures volume content 10%, 20% 30% particles. Test results such as earth pressure strain discussed study. indicate inclusion 20–30% particles leads...
Soil improvement is a significant aspect of geotechnical engineering that requires periodic assessment and modification. This study aims to see how glass powder (GP) rubber particles (RP) affect the shear strength bearing capacity clay soil collectively separately. The samples were subjected direct testing California Bearing Ratio (CBR) tests at various particle contents. CBR test was conducted under soaked unsoaked conditions. Clay-rubber, clay-glass powder, clay-rubber-glass mixtures...
This paper presents a theoretical investigation on the lateral force of pile in liquefaction site. Regarded liquefied soil as fluid, vector method can be used to analyze velocity field and solve analytical solution dynamic by making use principle fluid mechanics. In addition, solving with symbol operation method, expression flow is obtained, sensitivity parameters analyzed. The results show that stress contains both pressure resistance caused surface friction shear stress, when flows...