摘要：
Vegetation is an effective and environmental-friendly approach to improve slope stability. However, due to the lack of reasonable calculation methods for vegetated slopes, the analysis theory of ecological slope protection lags behind the engineering application. Based on the shallow translational failure model considering the boundary effects, the dimensionless seismic stability number of shallow overburden slopes with or without vegetation protection was deduced by using the upper limit method of limit analysis. A series of stability charts for slopes with or without vegetation protection under seismic excitations with different amplitudes were provided. The results show that the underestimation degree of the safety factor calculated from the infinite slope model increases gradually with the increase of the thickness ratio of the shallow overburden. Compared with the slope without vegetation protection, the seismic stability number of the slope with vegetation protection is nonlinear. The proposed stability charts show good performance for rapidly obtaining the safety factor with calculation errors of less than 9%, which is useful in assessing the safety of the shallow overburden slopes with vegetation protection in the preliminary design.
作者机构：
[Fan, Wenchen; Jiang, Xueliang] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Hunan, Peoples R China.;[Fan, Wenchen] Changsha Univ Sci & Technol, Engn Res Ctr Catastroph Prophylaxis & Treatment Rd, Minist Educ, Changsha 410114, Hunan, Peoples R China.;[Wang, Xingxing] Chengmenshan Copper Mine Jiangxi Copper Ind Co Ltd, Jiujiang 332114, Jiangxi, Peoples R China.;[Cao, Ping] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China.
通讯机构：
[Wenchen Fan] S;School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China<&wdkj&>Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road and Traffic Safety of Ministry of Education, Changsha University of Science and Technology, Changsha, China
作者机构：
[张旭皓; 张灏蒸; 何俊松; 张建经; 牛家永] School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China;[江学良] School of Civil Engineering, Central South University of Forestry and Technology, Changsha, 410004, China
通讯机构：
[Zhang, J.] S;School of Civil Engineering, China
期刊：
Journal of Mining Science,2022年58(5):720-730 ISSN：1062-7391
通讯作者：
Feifei, Wang(1942016362@qq.com)
作者机构：
[Feifei, Wang; Honghua, Jin; Xianyi, Yang; Bin, Chen; Qingyang, Ren] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China.;[Feifei, Wang] Changsha Inst Min Res Co Ltd, Changsha 410012, Hunan, Peoples R China.;[Xueliang, Jiang] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Hunan, Peoples R China.
通讯机构：
[Wang Feifei] S;School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China<&wdkj&>Changsha Institute of Mining Research Co., Ltd, Changsha, China
期刊：
Geotechnical and Geological Engineering,2020年38(2):1409-1430 ISSN：0960-3182
通讯作者：
Jiang, Xueliang(15675101471@163.com)
作者机构：
[Niu, Jiayong; Jiang, Xueliang; Yang, Hui] School of Civil Engineering, Central South University of Forestry and Technology, Changsha;410004, China;Department of Geotechnical Engineering, School of Civil Engineering, Southwest Jiaotong University, Chengdu;610031, China;[Wang, Feifei] Changsha Institute of Mining Research Co., Ltd, Changsha
通讯机构：
[Xueliang Jiang] S;School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China
关键词：
Dynamic response;Earthquake;Numerical analysis;Rock tunnel slope;Shaking table test
期刊：
Geotechnical and Geological Engineering,2019年37(1):43-60 ISSN：0960-3182
通讯作者：
Sun, Guangchen(sailor811022@163.com)
作者机构：
[Sun, Guangchen; Xie, Jiayou; Jiang, Xueliang] College of Civil Engineering, Central South University of Forestry and Technology, Shaoshan South Road No. 498, Changsha;410004, China;[Fu, Helin] School of Civil Engineering, Central South University, Changsha;410075, China;[He, Shan] College of Architecture Engineering, Hunan Communication Polytechnic, Changsha
通讯机构：
[Guangchen Sun] C;College of Civil Engineering, Central South University of Forestry and Technology, Changsha, China<&wdkj&>School of Civil Engineering, Central South University, Changsha, China
作者机构：
[孙广臣; 傅鹤林] School of Civil Engineering, Central South University, Changsha;410075, China;[谢佳佑; 江学良] College of Civil Engineering, Central South University of Forestry and Technology, Changsha;410004, China;[何山] College of Architecture Engineering, Hunan Communication Polytechnic, Changsha
期刊：
Advances in Civil Engineering,2018年2018:1-10 ISSN：1687-8086
通讯作者：
Yang Hui
作者机构：
[Yang Hui; Lian Pengyuan; Jiang Xueliang] Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410018, Hunan, Peoples R China.;[Yang Hui; Jiang Xueliang] Cent South Univ Forestry & Technol, Rock & Soil Engn Res Inst, Changsha 410018, Hunan, Peoples R China.
通讯机构：
[Yang Hui] C;Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410018, Hunan, Peoples R China.;Cent South Univ Forestry & Technol, Rock & Soil Engn Res Inst, Changsha 410018, Hunan, Peoples R China.
摘要：
<jats:p>In order to study the internal force characteristics of shallow-bias tunnel with a small clear distance in earthquake, a large-scale shaking table slope model test was designed, and the geometric scale was 1 : 10. In the model test, the Wenchuan (WC) seismic wave was used as the excitation wave. Then, the three-dimensional numerical model was established by using MIDAS-NX, and the reliability of the numerical model was verified by comparing the acceleration of the test results. The axial force, bending moment, and shear force of the tunnel cross section and longitudinal direction were calculated by the numerical model under different excitation directions included the horizontal direction (<jats:italic>X</jats:italic>), the vertical direction (<jats:italic>Z</jats:italic>), and the horizontal and vertical direction (<jats:italic>XZ</jats:italic>). The results show the following. (1) The internal force of right arch foot of left hole and the left arch foot of right hole is larger than other part of the tunnels because the distance between the two tunnels is smaller and they interact with each other. (2) The loading direction of single direction loading method is different and the variation trend of tunnel force are different, so the loading direction of seismic wave has a significant influence on the seismic force response of the tunnel. (3) All of the internal force values of tunnel lining under the seismic wave action in bidirection are larger than those in single direction. The value is not a simple superposition of two directions and has some coupling effect. The influence of the vertical seismic wave cannot be ignored in dynamic response research. These results improve the understanding of the rock slope with small spacing tunnel under seismic action.</jats:p>
期刊：
Geotechnical and Geological Engineering,2018年36(4):2437-2453 ISSN：0960-3182
通讯作者：
Jiang, Xueliang(15675101471@163.com)
作者机构：
[Niu, Jiayong; Jiang, Xueliang; Wang, Feifei] School of Civil Engineering, Central South University of Forestry and Technology, Changsha;410004, China;Rock and Soil Engineering Research Institute, Central South University of Forestry and Technology, Changsha;[Niu, Jiayong; Jiang, Xueliang; Wang, Feifei] 410004, China<&wdkj&>Rock and Soil Engineering Research Institute, Central South University of Forestry and Technology, Changsha;[Niu, Jiayong; Jiang, Xueliang; Wang, Feifei] 410004, China
通讯机构：
[Xueliang Jiang] S;School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China<&wdkj&>Rock and Soil Engineering Research Institute, Central South University of Forestry and Technology, Changsha, China
关键词：
Ground motion parameter;Numerical analysis;Rock slope with small spacing tunnel;Seismic stability;Shaking table test
期刊：
Advances in Civil Engineering,2018年2018:1-11 ISSN：1687-8086
通讯作者：
Wang, Feifei
作者机构：
[Niu, Jiayong; Jiang, Xueliang; Wang, Feifei; Yang, Hui] Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410004, Hunan, Peoples R China.;[Niu, Jiayong; Jiang, Xueliang; Wang, Feifei; Yang, Hui] Cent South Univ Forestry & Technol, Rock & Soil Engn Res Inst, Changsha 410004, Hunan, Peoples R China.
通讯机构：
[Wang, Feifei] C;Cent South Univ Forestry & Technol, Coll Civil Engn, Changsha 410004, Hunan, Peoples R China.;Cent South Univ Forestry & Technol, Rock & Soil Engn Res Inst, Changsha 410004, Hunan, Peoples R China.
摘要：
<jats:p>In order to obtain the seismic internal force response laws of a shallow-bias tunnel with a small clear distance, the reliability of the numerical simulation is verified by the shaking table model test. The parameter sensitivity of the tunnel is studied by using MIDAS-NX finite element software. The effects of seismic wave peak (0.1 g, 0.2 g, 0.3 g, 0.4 g, 0.5 g, and 0.6 g), existing slope angle (30°, 45°, 60°, and 90°), clear distance (1.0 D, 1.5 D, 2.0 D, and 3.0 D), and excitation mode (<mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="M1"><mml:mrow><mml:mi mathvariant="normal">X</mml:mi></mml:mrow></mml:math> direction, <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="M2"><mml:mrow><mml:mi mathvariant="normal">Z</mml:mi></mml:mrow></mml:math> direction, <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="M3"><mml:mrow><mml:mtext>XY</mml:mtext></mml:mrow></mml:math> direction, and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" id="M4"><mml:mrow><mml:mtext>XYZ</mml:mtext></mml:mrow></mml:math> direction) on the internal force response law of the tunnel are studied, respectively. The results show that (1) the shear force gradually increases with the increasing of seismic peak. The amplification is different with different measuring points. (2) Under different existing slope-angle conditions, the variation trend of shear force of the tunnel is similar, but the shear force is different. The existing slope has significant effect on the shear force response of the tunnel, and the degree is different with different slope angles. (3) Under the conditions of 1.5 D and 2.0 D, the shear force response of the tunnel is stronger, but the response of other conditions is relatively weak. The tunnel with 1.5 D to 2.0 D clear distance should be avoided. Different excitation modes have a significant effect on the shear force response of the tunnel. (4) Under the same excitation mode, the different excitation directions also have a significant effect on the shear force response. (5) The shear force response of the tunnel crosssection shows nonlinear variation trend. The shear force response is strongest at the arch shoulder and arch foot of the tunnel. The research results provide a useful reference for the design of antishock and vibration resistance of the tunnel.</jats:p>
期刊：
Geotechnical and Geological Engineering,2018年36(4):2707-2723 ISSN：0960-3182
通讯作者：
Jiang, Xueliang(15675101471@163.com)
作者机构：
[Niu, Jiayong; Jiang, Xueliang; Yang, Hui; Wang, Feifei] School of Civil Engineering, Central South University of Forestry and Technology, Changsha;410004, China;[Niu, Jiayong; Jiang, Xueliang; Yang, Hui; Wang, Feifei] 410004, China
通讯机构：
[Xueliang Jiang] S;School of Civil Engineering, Central South University of Forestry and Technology, Changsha, China
期刊：
Geotechnical and Geological Engineering,2018年36(4):2037-2055 ISSN：0960-3182
通讯作者：
Wang, Feifei(ffw1991@126.com)
作者机构：
[Jiang, Xueliang; Wang, Feifei; Yang, Hui; Sun, Guangchen; Niu, Jiayong] College of Civil Engineering, Central South University of Forestry and Technology, Changsha;410004, China;Rock and Soil Engineering Research Institute, Central South University of Forestry and Technology, Changsha;[Jiang, Xueliang; Wang, Feifei; Yang, Hui; Sun, Guangchen; Niu, Jiayong] 410004, China<&wdkj&>Rock and Soil Engineering Research Institute, Central South University of Forestry and Technology, Changsha;[Jiang, Xueliang; Wang, Feifei; Yang, Hui; Sun, Guangchen; Niu, Jiayong] 410004, China
通讯机构：
[Feifei Wang] C;College of Civil Engineering, Central South University of Forestry and Technology, Changsha, China<&wdkj&>Rock and Soil Engineering Research Institute, Central South University of Forestry and Technology, Changsha, China
