Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China 在期刊界中查找 在百度中查找 在本站中查找
Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China 在期刊界中查找 在百度中查找 在本站中查找
The Winkler foundation model is used to simulate the behaviour of the soils behind the diaphragm,the deflection of the diaphragm can be obtained using the rectangular plate model with one edge builtin and multicornered point supported,based on the interaction and the deformation compatibility between the struts,the diaphragm and the soils,a simplified method of calculating thermal stress for multilayered horizontal struts in deep excavations is deduced by considering temperature fluctuations vary linearly along the vertical direction.Numerical analysis is carried out by using the corresponding program based on the theory.The influence of diaphragm stiffness on thermal stress of horizontal struts is discussed,and the computational results are compared to that of the measured data with a good precision.Numerical results show that the thicker of the diaphragm is,the bigger the thermal stress of horizontal struts is,and temperature fluctuations have a remarkable effect on the stress state of multilayered horizontal struts in deep excavations.