西部交通科技
西部交通科技
서부교통과기
WESTERN CHINA COMMUNICATION SCIENCE & TECHNOLOGY
2011年
12期
35-39
,共5页
超载预压%塑料排水板%软土地基%加固效果
超載預壓%塑料排水闆%軟土地基%加固效果
초재예압%소료배수판%연토지기%가고효과
Overloading pre-stress%Plastic drain board%Soft ground%Reinforcement performance
文章以我国东部沿海某新建机场地基处理工程为背景,通过动态监测加固地基的地表沉降、差异沉降、分层沉降、侧向变形、地下水位及孔隙水压力,探讨超载预压塑料排水板加固软土地基的变形规律及效果,为类似工程的优化设计和安全施工提供科学依据。
文章以我國東部沿海某新建機場地基處理工程為揹景,通過動態鑑測加固地基的地錶沉降、差異沉降、分層沉降、側嚮變形、地下水位及孔隙水壓力,探討超載預壓塑料排水闆加固軟土地基的變形規律及效果,為類似工程的優化設計和安全施工提供科學依據。
문장이아국동부연해모신건궤장지기처리공정위배경,통과동태감측가고지기적지표침강、차이침강、분층침강、측향변형、지하수위급공극수압력,탐토초재예압소료배수판가고연토지기적변형규률급효과,위유사공정적우화설계화안전시공제공과학의거。
Taking the base treatment of one newly built airport in Eastern China as an example,the article discusses the deformation principle and performance of plastic drain board based on monitoring the ground settlement,difference settlement,multi-layer settlement,sidewise deformation,underground water level and pore water pressure,which provides reference to related project design and construction.
