岩溶地区岩土体力学特征及地基基础方案设计
Mechanical Characteristics of the Rock and Soil Mass and Design of Foundation Schemes in Karst Areas
邵娜娜1
作者信息
- 1. 贵州省地矿局第二工程勘察院有限公司 贵州遵义 563000
- 折叠
摘要
建筑工程的地基是基础,更是保障工程质量的关键所在,地基的稳定性与工程的安全性和社会价值息息相关.在岩溶地区进行岩土工程勘察是为了准确获得岩土体物理力学参数,以解决因岩土体工程地质特征未彻底摸清而导致勘察数据失真的问题.通过对岩溶场地岩土体力学地质特征进行详细分析,为设计方提供符合岩溶场地的准确勘察数据,并提出符合岩溶场地的地基基础方案设计,以期为类似岩溶地区提供借鉴.
Abstract
A ground base of a construction project is not only a foundation,but also the key to ensuring the quality of the project,and the stability of the ground base is closely related to the safety and social value of the project.Geo-technical engineering investigations in karst areas are to accurately obtain the physical and mechanical parameters of the rock and soil mass,so as to solve the problem of the distortion of survey data caused by the incomplete under-standing of the geological characteristics of rock and soil engineering.This article provides a detailed analysis of the mechanical and geological characteristics of the rock and soil mass in the karst site,which provides accurate survey data that is in line with the karst site for the design party,and proposes a foundation design scheme that is in line with the karst site,in order to provide reference for similar karst areas.
关键词
岩土工程勘察/岩溶地区/力学特征/基础方案设计Key words
Geotechnical engineering investigation/Karst area/Mechanical characteristics/Foundation scheme design引用本文复制引用
出版年
2024
NETL
NSTL
万方数据