%0 Journal Article %T DEFORMATION PROPERTIES OF SAMPLES UNDER DIFFERENT LOADING PATHS
不同加载路径对岩石变形特性的影响 %A Shen Mingrong %A Shi Zhenming %A Zhang Lei %A
沈明荣 %A 石振明 %A 张雷 %J 岩石力学与工程学报 %D 2003 %I %X In underground excavation conditions,rock often undergoes very complicated loading and unloading process. However,in laboratory tests on rock,such as normal triaxial test,the loads are usually exerted gradually and continuously,which cannot simulate the real stress state of rock precisely. The test data of triaxial test of red sandstone under different loading paths are presented and the impact of different loading path on the deformation of rock samples is analyzed. Unlike the test results under normal trixial procedures,the deformation of rock under different loading paths has nonlinear properties. %K rock mechanics %K triaxial test %K loading path %K deformation properties %K non-linearity
岩石力学 %K 三轴试验 %K 变形 %K 加载路径 %K 非线性 %U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=079661BCF4F274F2&yid=D43C4A19B2EE3C0A&vid=BC12EA701C895178&iid=5D311CA918CA9A03&sid=302799463F713260&eid=5C10CB62DEB8898B&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=16&reference_num=4