[1] 崔钊, 杜元浩, 于鹏程, 等.运营高速铁路路肩沉陷成因及加固治理实例分析[J].地下空间与工程学报, 2022, 18(增1): 489-496, 505.(Cui Zhao, Du Yuanhao, Yu Pengcheng, et al.Causes of shoulder subsidence of high-speed railway in operation and case analysis of reinforcement and treatment[J].According to Journal of Underground Space and Engineering, 2022, 18(Supp.1): 489-496, 505.(in Chinese))
[2] 邓华锋, 周美玲, 李建林, 等.水-岩作用下红层软岩力学特性劣化规律研究[J].岩石力学与工程学报, 2016, 35(增2): 3481-3491.(Deng Huafeng, Zhou Meiling, Li Jianlin, et al.Study on the deterioration law of mechanical properties of red bed soft rock under the action of water-rock[J].Rock Mechanics and Engineering, 2016, 35(Supp.2): 3481-3491.(in Chinese))
[3] 王宇, 黎瑾, 闫亮, 等.卸荷损伤泥岩应力松弛特征及本构模型研究[J].地下空间与工程学报, 2024, 20(5): 1515-1527.(Wang Yu, Li Jin, Yan Liang, et al.Unloading damage mudstone stress relaxation characteristic and the constitutive model research[J].Journal of Underground Space and Engineering, 2024, 20(5): 1515-1527.(in Chinese))
[4] Marto A, Latifi N,Sohaei H.Stabilization of laterite soil using GKS soil stabilizer[J].Electronic Journal of Geotechnical Engineering, 2013, 18(18): 521-532.
[5] 黄志勤, 余云燕.粉煤灰改良红层填料物理力学特性研究[J].科技与创新, 2022(20): 21-23.(Huang Zhiqin, Yu Yunyan.Study on physical and mechanical properties of fly ash modified red layer filler[J].Technology and innovation, 2022(20): 21-23.(in Chinese))
[6] 祝艳波, 余宏明, 杨艳霞, 等.红层泥岩改良土特性室内试验研究[J].岩石力学与工程学报, 2013, 32(2): 425-432.(Zhu Yanbo, Yu Hongming, Yang Yanxia, et al.Laboratory experimental study on improved soil properties of red mudstone[J].Journal of Rock Mechanics and Engineering, 2013, 32(2): 425-432.(in Chinese))
[7] 刘凤云, 郑文凤, 谢飞, 等.改良川西红层软岩填料崩解特性试验研究[J].工程地质学报, 2025, 33(3): 827-844.(Liu Fengyun, Zheng Wenfeng, Xie Fei, et al.Improvement of western Sichuan packing disintegration characteristics of red bed weak rock experiment research[J].Journal of Engineering Geology, 2025, 33(3): 827-844.(in Chinese))
[8] Lu T, Wei Z, Hesham El Naggar M, et al.Effect of chemical environment on copper tailings reinforced by microbially induced carbonate precipitation[J].Construction and Building Materials, 2023, 400: 132894.
[9] 唐朝生, 泮晓华, 吕超, 等.微生物地质工程技术及其应用[J].高校地质学报, 2021, 27(6): 625-654.(Tang Chaosheng, Pan Xiaohua, Lv Chao, et al.Microbial geoengineering technology and its application[J].Journal of University Geology, 2021, 27 (6): 625-654.(in Chinese))
[10] 杨楠, 李艳霞, 赵盟, 等.水泥熟料生产企业CO2直接排放核算模型的建立[J].气候变化研究进展, 2021, 17(1): 79-87.(Yang Nan, Li Yanxia, Zhao Meng, et al.Establishment of direct CO2 emission accounting model for cement clinker production enterprises[J].Advances in Climate Change Research, 2021,17(1): 79-87.(in Chinese))
[11] 周建斌, 陶静静, 赵梦真, 等.农业生产对石灰性土壤无机碳库损失的影响[J].土壤学报, 2022, 59(3): 593-602.(Zhou Jianbin, Tao Jingjing, Zhao Mengzhen, et al.Effects of agricultural production on the loss of inorganic carbon pool in calcareous soils[J].Acta Soils Sinica, 2022, 59(3): 593-602.(in Chinese))
[12] Zhu W Y, Yuan M N, He F N, et al.Effects of hydroxypropyl methylcellulose (HPMC) on the reinforcement of sand by Microbial-Induced Calcium Carbonate Precipitation (MICP)[J].Applied Sciences, 2022, 12(11): 5360-5360.
[13] Zeitouny J, Lieske W, Lavasan A A, et al.Impact of new combined treatment method on the mechanical properties and microstructure of MICP-improved sand[J].Geotechnics, 2023, 3(3):661-685.
[14] Hassan M B, Mahdi A.Liquefaction evaluation of microbial induced calcium carbonate precipitation (MICP) treated sands: A strain energy approach[J].Journal of Earthquake Engineering, 2023, 27(15): 4512-4525.
[15] Jirapa I, Wiboonluk P, Peem N, et al.Comparing performances of MICP bacterial vegetative cell and microencapsulated bacterial spore methods on concrete crack healing[J].Construction and Building Materials, 2021, 302: 124227.
[16] Zhang Y S, Liu Y, Sun X D, et al.Application of microbially induced calcium carbonate precipitation (MICP) technique in concrete crack repair: a review[J].Construction and Building Materials, 2024, 411: 134313.
[17] Zhou Y M, Elchalakani M, Cheng L, et al.Impact of calcium content and pH value on MICP crack healing of geopolymer concrete[J].Cement and Concrete Composites, 2024, 146: 105410.
[18] 彭成, 李佳宝, 刘宵凌, 等.微生物诱导碳酸钙沉淀提高红砂岩堆石料无侧限抗压强度的试验研究[J].南华大学学报(自然科学版), 2023, 37(1): 40-46.(Peng Cheng, Li Jiabao, Liu Xiaoling, et al.Experimental study on microbially induced calcium carbonate precipitation to improve the unconfined compressive strength of red sandstone rockfill[J].Journal of South China University (Natural Science Edition), 2023, 37(1): 40-46.(in Chinese))
[19] 余梦, 张家铭, 周杨, 等.MICP技术改性膨胀土试验研究[J].长江科学院院报, 2021, 38(5): 103-108, 122.(Yu Meng, Zhang jiaming, Zhou Yang, et al.Experimental study on modified expansive soil by MICP technology[J].Journal of Yangtze River Scientific Research Institute, 2021, 38(5): 103-108, 122.(in Chinese))
[20] 谢约翰, 唐朝生, 刘博, 等.基于微生物诱导碳酸钙沉积技术的黏性土水稳性改良[J].浙江大学学报(工学版), 2019, 53(8): 1438-1447.(Xie Yuehan, Tang Chaosheng, Liu Bo, et al.Water stability improvement of cohesive soil based on microbial induced calcium carbonate deposition technology[J].Journal of Zhejiang University (Engineering Edition), 2019, 53 (8): 1438-1447.(in Chinese))
[21] 王绪民, 崔芮, 王铖.微生物诱导碳酸钙沉淀胶结加固泥岩试验研究[J].科学技术与工程, 2020, 20(25): 10372-10378.(Wang Xumin, Cui Rui, Wang Cheng.Experimental study on microbial induced calcium carbonate precipitation cementation to reinforce mudstone[J].Science and Technology and Engineering, 2020,20(25): 10372-10378.(in Chinese))
[22] 彭劼, 温智力, 刘志明, 等.微生物诱导碳酸钙沉积加固有机质黏土的试验研究[J].岩土工程学报, 2019, 41(4): 733-740.(Peng Jie, Wen Zhizhi, Liu Zhiming, et al.Experimental study on microbial induced calcium carbonate deposition to reinforce organic clay[J].Chinese Journal of Geotechnical Engineering, 2019, 41 (4): 733-740.(in Chinese))
[23] 朱文羲, 邓华锋, 李建林, 等.木质素磺酸钙增强花岗岩残积土微生物固化效果研究[J].土木工程学报, 2024, 57(3): 123-132.(Zhu Wenxi, Deng Huafeng, Li Jianlin, et al.Study on the effect of calcium lignosulfonate on enhancing the microbial solidification of granite residual soil[J].Journal of Civil Engineering, 2024, 57 (3): 123-132.(in Chinese))
[24] 程果, 汪时机, 李贤, 等.微生物固化纤维加筋砂质黏性紫色土试验研究[J].地下空间与工程学报, 2021, 17(6): 1829-1838.(Cheng Guo, Wang Shixiang, Li Xian, et al.Experimental study on sandy viscous purple soil reinforced by microbial solidified fiber[J].Chinese Journal of Underground Space and Engineering, 2021,17(6):1829-1838.(in Chinese))
[25] 庄心善, 游鹏, 余晓彦, 等.粉煤灰-玄武岩纤维改良膨胀土试验研究[J].公路工程, 2016, 41(3): 1-4, 48.(Zhuang Xinshan, You Peng, Yu Xiaoyan, et al.Experimental study on expansive soil improved by fly ash-basalt fiber[J].Road Engineering, 2016, 41(3): 1-4, 48.(in Chinese))
[26] 王欢, 曹素娟, 曹义康, 等.木质素改良膨胀土的工程特性及微观机理[J].土木与环境工程学报(中英文), 2024, 46(6): 9-15.(Wang Huan, Cao Sujuan, Cao Yikang, et al.Lignin modified expansive soil engineering properties and microscopic mechanism[J].Journal of Civil and Environmental Engineering 2024, 46(6): 9-15.(in Chinese))
[27] 唐朝生, 施斌, 顾凯.纤维加筋土中筋/土界面相互作用的微观研究[J].工程地质学报, 2011, 19(4): 610-614.(Tang Chaosheng, Shi Bin, Gu Kai.Microscopic study of reinforcement/soil interface interaction in fiber reinforced soil[J].Journal of Engineering Geology, 2011, 19(4): 610-614.(in Chinese))
[28] Yang W R, Huang Y W, Tang Z Y, et al.Impermeability performance and corrosion resistance mechanism of basalt fiber recycled concrete under the coastal tidal environment[J].Construction and Building Materials, 2024, 411: 134510.
[29] Sohail M G, Disi Z A, Zouari N, et al.Bio self-healing concrete using MICP by an indigenous Bacillus cereus strain isolated from Qatari soil[J].Construction and Building Materials, 2022, 328: 126943.
[30] 陈庚, 林民国, 吴勇强, 等.水泥土拌合均匀度量化方法及其试验研究[J].地下空间与工程学报, 2023, 19(2): 504-512.(Chen Geng, Lin Minguo, Wu Yongqiang, et al.Quantitative method and experimental study on mixing uniformity of cement soil[J].Journal of Underground Space and Engineering, 2023,19 (2): 504-512.(in Chinese))
[31] 李金蓉.木质素-玄武岩纤维改良膨胀土工程特性试验研究[D].绵阳: 西南科技大学, 2021.(Li Jinrong.Experimental study on engineering characteristics of lignin-basalt fiber modified expansive soil[D].Mianyang: Southwest University of Science and Technology, 2021.(in Chinese))
[32] 张涛麟, 耿汉生, 许宏发, 等.钙质砂注浆加固材料制备及固结体性能试验研究[J].岩土力学, 2022, 43(增2): 327-336.(Zhang Taolin, Geng Hansheng, Xu Hongfa, et al.Experimental study on preparation of calcareous sand grouting reinforcement materials and properties of consolidated solids[J].Rock and Soil Mechanics, 2024, 43(Supp.2): 327-336.(in Chinese))
[33] 程雷, 邓华锋, 肖瑶, 等.基于最优含水率的红层泥岩微生物改良材料优化研究[J].三峡大学学报(自然科学版), 2023, 45(4): 61-66.(Cheng Lei, Deng Huafeng, Xiao Yao, et al.Study on optimization of microbiological improvement materials for red mudstone based on optimal water content[J].Journal of China Three Gorges University (Natural Science Edition), 2023, 45(4): 61-66.(in Chinese))
[34] 中华人民共和国铁道部.高速铁路设计规范(TB10621-2009 )[S].北京: 中国铁道出版社, 2009.(Ministry of Railways of the People's Republic of China.Code for Design of High Speed Railway (TB10621-2009)[S].Beijing: China Railway Press, 2009.(in Chinese))
[35] 中华人民共和国行业标准.土工试验规程(YS/T 5225-2016)[S].北京:中国计划出版社, 2016.(People's Republic of China industry standards.Geotechnical Test Procedures(YS/T 5225-2016)[S].Beijing: China Plan Publishing House, 2016.(in Chinese))
[36] 熊雨, 邓华锋, 李建林, 等.火山灰增强微生物固化砂土效果的试验研究[J].岩土力学, 2022, 43(12): 3403-3415.(Xiong Yu, Deng Huafeng, Li Jianlin, et al.Experimental study on the effect of volcanic ash on enhancing microbial stabilization of sand[J].Geomechanics, 2022, 43(12): 3403-3415.(in Chinese))
[37] 程雷.高铁路基基床红层泥岩换填层MICP改良效果及机理研究[D].宜昌:三峡大学, 2023.(Cheng Lei.Study on MICP improvement effect and mechanism of mudstone replacement layer in red bed of high railway foundation[D].Yichang: China Three Gorges University, 2023.(in Chinese))
[38] 王浪, 邓辉, 邓通海, 等.软岩耐崩解和室内浸水崩解试验方法差异性分析[J].科学技术与工程, 2017, 17(7): 106-111.(Wang Lang, Deng Hui, Deng Tonghai, et al.Difference analysis of soft rock disintegration resistance and indoor immersion disintegration test methods[J].Science and Technology and Engineering, 2017, 17(7): 106-111.(in Chinese))
[39] 吴道祥, 刘宏杰, 王国强.红层软岩崩解性室内试验研究[J].岩石力学与工程学报, 2010, 29(增2): 4173-4179.(Wu Daoxiang, Liu Hongjie, Wang Guoqiang.Laboratory test on disintegration of red-bed soft rock[J].Journal of Rock Mechanics and Engineering, 2010, 29(Supp.2): 4173-4179.(in Chinese))
[40] 朱纪康, 周杨, 王殿龙, 等.基于微生物诱导矿化的钙质砂加固影响因素[J].地质科技情报, 2019, 38(6): 206-211.(Zhu Jikang, Zhou Yang, Wang Dianlong, et al.Influencing factors of calc sand reinforcement based on microbial induced mineralization[J].Geological Science and Technology Information, 2019, 38(6): 206-211.(in Chinese))
[41] 侯鑫, 马巍, 李国玉, 等.木质素磺酸盐对兰州黄土力学性质的影响[J].岩土力学, 2017, 38(增2): 18-26.(Hou Xin, Ma Wei, Li Guoyu, et al.Effect of lignosulfonate on the mechanical properties of Lanzhou loess[J].Geomechanics, 2017, 38(Supp.2): 18-26.(in Chinese))
[42] 蔡红, 肖建章, 王子文, 等.基于MICP技术的淤泥质土固化试验研究[J].岩土工程学报, 2020, 42(增1): 249-253.(Cai Hong, Xiao Jianzhang, Wang Ziwen, et al.Experimental study on solidification of silt soil based on MICP technology[J].Chinese Journal of Geotechnical Engineering, 2019, 42(Supp.1): 249-253.(in Chinese))