中国矿业大学主页平台系统 wangtao--Home-- Reliability analysis and risk assessment for settlement of cohesive soil layer induced by undercrossing tunnel excavation

Home > Scientific Research > Paper Publications

Reliability analysis and risk assessment for settlement of cohesive soil layer induced by undercrossing tunnel excavation

Release time:2024-10-15 Hits:

Affiliation of Author(s):力学与土木工程学院
Funded by:国家自然科学基金项目
First Author:wangtao
Co-author:凡红,王康任,wangliangliang,ZGQ
Indexed by:Journal paper
Document Code:5b5bb2948f9dfb6a018fb9572a8c5dce
Translation or Not:no
Date of Publication:2024-03-27

Pre One:Characterizing anisotropic spatial variations of uncertain mechanical parameters for clay layer using incomplete probability data

Next One:A Copula method for modeling the intensity characteristic of geotechnical strata of roof based on small sample test data

Home

Scientific Research

Teaching Research

Awards and Honours

Enrollment Information

Student Information

My Album

Blog

Recommended Ph.D.Supervisor

Recommended MA Supervisor

Personal Information

Other Contact Information

Reliability analysis and risk assessment for settlement of cohesive soil layer induced by undercrossing tunnel excavation