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[2] 秦四清. 探讨与汶川地震有关的焦点科学问题. 科学技术与工程. 2018, 
[3] 薛雷, 秦四清, 泮晓华, 陈竑然, 杨百存, 张珂. 锁固型斜坡失稳机理及其物理预测模型. 工程地质学报[J]. 2018, 26(1): 179-192, http://lib.cqvip.com/Qikan/Article/Detail?id=674601895.

[4] 秦四清. 岩石加速破裂行为的物理自相似律. 地球物理学报. 2017, 
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[6] 陈竑然, 秦四清, 薛雷, 杨百存, 张珂, 吴晓娲. 岩石脆性破坏表征与Weibull分布适用范围. 地球物理学进展[J]. 2017, 32(5): 2200-2206, http://lib.cqvip.com/Qikan/Article/Detail?id=673623801.

[7] 杨百存, 秦四清, 薛雷, 吴晓娲, 张珂. 断层锁固段累积Benioff应变与剪切应变的等效性. 地球物理学进展[J]. 2017, 32(3): 1067-1070, 
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[11] Xue, Lei, Qin, Siqing, Sun, Qiang, Wang, Yuanyuan, Lee, Min, Li, Weichao. A Study on Crack Damage Stress Thresholds of Different Rock Types Based on Uniaxial Compression Tests. ROCK MECHANICS AND ROCK ENGINEERING[J]. 2014, 47(4): 1183-1195, http://ir.ceode.ac.cn/handle/183411/29347.

[12] Xue, Lei, Qin, Siqing, Li, Pei, Li, Guoliang, Oyediran, Ibrahim Adewuyi, Pan, Xiaohua. New quantitative displacement criteria for slope deformation process: From the onset of the accelerating creep to brittle rupture and final failure. ENGINEERING GEOLOGY[J]. 2014, 182: 79-87, http://dx.doi.org/10.1016/j.enggeo.2014.08.007.

[13] Xue, Lei, Qin, Siqing, Sun, Qiang, Wang, Yuanyuan, Qian, Haitao. A quantitative criterion to describe the deformation process of rock sample subjected to uniaxial compression: From criticality to final failure. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS[J]. 2014, 410: 470-482, http://dx.doi.org/10.1016/j.physa.2014.05.062.

[14] 尉鹏翔, 吴炳涛, 庞炜, 薛雷, 朱国祥. 北京地铁16号线对周边环境影响分析. 工程勘察[J]. 2013, 41(1): 37-42, 
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[16] 薛雷, 孙强, 秦四清, 刘汉东, 黄鑫. 非均质边坡强度折减法折减范围研究. 岩土工程学报[J]. 2011, 33(2): 275-280, http://lib.cqvip.com/Qikan/Article/Detail?id=36683117.

[17] 孙强, 王媛媛, 冶小平, 黄鑫, 薛雷, 李维朝. 基于数字图像像素单元建立准三维FLAC~（3D）模型. 岩土力学[J]. 2010, 31(6): 2001-2005, http://lib.cqvip.com/Qikan/Article/Detail?id=34119643.