lishucai 山东大学主页平台管理系统--Home

- 中文

李术才

Professor

Name (Simplified Chinese):李术才

Name (Pinyin):lishucai

Date of Employment:2001-03-01

School/Department:党委办公室、校长办公室

Gender:Male

Status:Employed

Whether on the job:1

Academic Honor:

Honors and Titles:

Current position: Home >> Scientific Research >> Paper Publications

[401] lishucai , dingwantao and Wang, Zhechao. Development of an Optimum Forepole Spacing (OFS) determination method for tunnelling in silty clay w. Tunnelling and Underground Space Technology, 74, 20, 2018.
[402] Yong Li , zhuweishen , lishucai , wangshugang and 李勇. Numerical investigations on stability evaluation of a jointed rock slope during excavation using an . Geomechanics and Engineering, 14, 271, 2018.
[403] lishucai , xuzhenhao and huangxin. Assessment of a Concealed Karst Cave's Influence on Karst Tunnel Stability: A Case Study of the Huag. Sustainability, 10, 2018.
[404] lishucai , xuzhenhao and zhangbo. Escape route analysis after water inrush from the working face during submarine tunnel excavation. Marine Georesources & Geotechnology, 36, 379, 2018.
[405] lishucai , liliping , 胡杰 Experimental Study on Parameters Affecting the Runout Range of Rockfall. Advances in Civil Engineering, 2018.
[406] lishucai , liyao , xushan , nielichao , zhangqingsong , 刘斌 Forward modelling and imaging of ground-penetrating radar in tunnel ahead geological prospecting. GEOPHYSICAL PROSPECTING, 66, 784, 2018.
[407] lishucai , xuzhenhao and 吴静. Flow characteristics after water inrush from the working face in karst tunneling. Geomechanics and Engineering, 14, 407, 2018.
[408] lishucai and xuzhenhao. A groundwater seal evaluation method based on water inflow for underground oil storage caverns. Tunnelling and Underground Space Technology, 82, 265, 2018.
[409] zhangqianqing , lishucai , liliping and chengshuai. Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic mod. European Journal of Environmental and Civil Engineering, 22, 181, 2018.
[410] Wang Qi , jiangbei , lishucai and 王琦. Failure mechanism of surrounding rock with high stress and confined concrete support system. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 102, 89, 2018.
[411] Wang Qi , lishucai , jiangbei and 王琦. Upper bound analytic mechanics model for rock cutting and its application in field testing. Tunnelling and Underground Space Technology, 73, 287, 2018.
[412] Wang Qi , jiangbei , lishucai and 王琦. Rock-Cutting Mechanics Model and Its Application Based on Slip-Line Theory. INTERNATIONAL JOURNAL OF GEOMECHANICS, 18, 2018.
[413] xuzhenhao , lishucai and zhangbo. Semianalytical Solution to Determine Minimum Safety Thickness of Rock Resisting Water Inrush from Fi. INTERNATIONAL JOURNAL OF GEOMECHANICS, 18, 2018.
[414] lishucai , liliping , zhangqianqing and liuhongliang. Study on Deformation Behavior at Intersection of Adit and Major Tunnel in Railway. Ksce Journal of Civil Engineering, 21, 2459, 2017.
[415] Liu Zhengyu , lishucai , nielichao , 刘斌 An improved Time-Lapse resistivity tomography to monitor and estimate the impact on the groundwater . Tunnelling and Underground Space Technology, 66, 107, 2017.
[416] lishucai , liliping , zhangqianqing Gaussian process model of water inflow prediction in tunnel construction and its engineering applica. Tunnelling and Underground Space Technology, 69, 155, 2017.
[417] Wang Hanpeng , zhuweishen and lishucai. Research progress of geomechanical model test with new technology and its engineering application. Yanshilixue Yu Gongcheng Xuebao/Chinese Journ, 28, 2765,
[418] lishucai , Wang Hanpeng and Yong Li. A new mini-grating absolute displacement measuring system for static and dynamic geomechanical model. Measurement, 105, 25, 2017.
[419] lishucai , shafei , Liu Rentai , zhangqingsong and lizhaofeng. Investigation on fundamental properties of microfine cement and cement-slag grouts. CONSTRUCTION AND BUILDING MATERIALS, 153, 965, 2017.
[420] Wang Qi , jiangbei , lishucai and 王琦. Study on failure mechanism of roadway with soft rock in deep coal mine and confined concrete support. Engineering Failure Analysis, 81, 155, 2017.

total1711 21/86

first previous next last Page