Investigation of time-dependent undrained shear behavior of soft marine clay under thermal loading: Case study of Pakpanang clay
หัวหน้าโครงการ
:
ธนันท์ ชุบอุปการ
ทีมวิจัย
:
ธนันท์ ชุบอุปการ
หัวหน้าโครงการ
ธนิต เฉลิมยานนท์
นักวิจัยที่ปรึกษา
วันที่เริ่มโครงการ
:
1 ก.ค. 2558
วัตถุประสงค์
:
Soil behavior under strain rate and thermal environment is most affected for geothermal technology. However, the engineering behavior is not well studied. To understand the engineering behavior of soil, influence investigations of various behavior of soil under strain rate and thermal conditions are studied in geotechnical engineering laboratory. The main objectives of this study are:
2.1 To create triaxial apparatus that can be used to apply and control temperate on testing process
2.2 To decrease equipment budget by in-house developed thermal triaxial apparatus
2.3 To investigate stress-strain behavior of soil at normal and elevated temperatures
2.4 To investigate stress-strain behavior of soil under different strain rate condition
2.5 To study relationship among strength behavior of soil, changed temperatures and strain rate of marine clay
