[1] KOSEKI J. Use of geosynthetics to improve seismic performance of earth structures[J]. Geotextiles and Geomembranes，2012，34(1)：51–68.

[2] MONONOBE N，MATSUO H. On the determination of earth pressure during earthquakes[C]// Proceedings of the World Engineering Conference. Tokyo，Japan：[s. n.]，1929：179–187.

[3] OKABE S. General theory of earth pressure[J]. Journal of the Japanese Society of Civil Engineers，1926，12(1)：123–134.

[4] SEED H，WHITMAN R. Design of earth retaining structures for dynamic loads[C]// ASCE Specialty Conference on Lateral Stresses in the Ground and Design of Earth Retaining Structures. [S. l.]：[s. n.]，1970：103–147

[5] AL ATIK L，SITAR N. Seismic earth pressures on cantilever retaining structures[J]. Journal of Geotechnical and Geoenvironmental Engineering，2010，136(10)：1 324–1 333.

[6] HUSHMAND A，DASHTI S，DAVIS C，et al. Seismic performance of underground reservoir structures： insight from centrifuge modeling on the influence of backfill soil type and geometry[J]. Journal of Geotechnical and Geoenvironmental Engineering，2016，142(11)：1–11

[7] 中华人民共和国行业标准编写组. TB10025—2006 铁路路基支结构设计规范[S]. 北京：中国铁道出版社，2006.(The Professional Standards Compilation Group of People′s Republic of China. TB10025—2006 Code for design on retaining structures of railway subgrade[S]. Beijing：China Railway Publishing House，2006.(in Chinese))

[8] 中交第二公路勘察设计研究院主编. JTGD30—2004公路路基设计规范[S]. 北京：人民交通出版社，2004.(CCCC Second Highway Consultant Co.，Ltd.. JTG D30—1004 Code for design of highway subgrades[S]. Beijing：China Communications Press，2004.(in Chinese))

[9] AASHTO. AASHTO-LRFD Bridge design specification and commentary[S]. Washington D C：American Association of State Highway and Transportation Officials，2014.

[10] CEN. Eurocode 8：design of structures for earthquake resistance in： part 5：foundations，retaining structures and geotechnical aspects[S]. Brussels：European Committee for Standardization，2004.

[11] HUANG C C，WANG W C. Seismic displacement of a geosynthetic- reinforced wall in the 1995 Hyogo-Ken Nambu earthquake[J]. Soils and Foundations，2005，45(5)：1–10.

[12] COLLINS J G，CHOUERY-CURTIS V E，BERG R R. Field observations of reinforced soil structures under seismic loading[C]// Earth Reinforcement Practice. [S. l.]：[s. n.]，1992：223–228.

[13] FUKUDA N，TAJIRI N，YAMANOUCHI T，et al. Applicability of seismic design methods to geogrid reinforced embankment[C]// Proceedings of the 5th International Conference on Geotextiles，Geomembranes and Related Products. [S. l.]：[s. n.]，1994：533–536.

[14] TATSUOKA F. Seismic stability against high seismic loads of geosynthetic-reinforced soil retaining structures，Keynote Lecture[C]// Proceedings of the 6th International Conference on Geosynthetics. [S. l.]：[s. n.]，1998：103–142.

[15] 朱宏伟. 路基支挡结构地震动力响应及抗震设计改进技术研究[博士学位论文][D]. 成都：西南交通大学，2009.(ZHU Hongwei. Research on dynamic property under earthquake and seismic design improvement techniques of subgrade retaining structures[Ph. D. Thesis][D]. Chengdu：Southwest Jiaotong University，2009.(in Chinese))

[16] 杨长卫，张建经，陈  强，等. 加筋重力式挡土墙抗震设计方法研究[J]. 土木工程学报，2015，48(8)：77–85.(YANG Changwei，ZHANG Jianjing，CHEN Qing，et al. Research on aseismic design of reinforced gravity retaining wall[J]. China Civil  Engineering Journal，2015，48(8)：77–85.(in Chinese))

[17] 王智猛，吴邵海，王海波，等.  一种砌块式面板加筋土挡墙[P]. 中国：CN 205617420 U，2016.10.05.(WANG Zhimeng，WU Shaohai，WANG Haibo，et al. A reinforced soil retaining wall with block type panel[P]. China：CN 205617420 U，2016.10.05.(in Chinese))

[18] 林展展. 拼装面板返包式加筋土挡墙振动台模型试验研究[硕士学位论文][D]. 成都：西南交通大学，2017.(LIN Zhanzhan. Experimental study on shaking table test of wrap reinforced soil retaining wall with assembled panel[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2017.(in Chinese))

[19] YAZDANDOUST M. Investigation on the seismic performance of steel-strip reinforced-soil retaining walls using shaking table test[J]. Soil Dynamics and Earthquake Engineering，2017，97：216–232.

[20] YAZDANDOUST M. Seismic performance of soil-nailed walls using a 1g shaking table[J]. Canadian Geotechnical Journal，2017，55(1)：1–18.

[21] SABERMAHANI M，GHALANDARZADEH A，FAKHER A. Experimental study on seismic deformation modes of reinforced-soil walls[J]. Geotextiles and Geomembranes，2009，27(2)：121–136.

[22] PANAH A K，YAZDI M，GHALANDARZADEH A. Shaking table tests on soil retaining walls reinforced by polymeric strips[J]. Geotextiles and Geomembranes，2015，43(2)：148–161.

[23] VISWANADHAM B V S，KÖNIG D. Studies on scaling and instrumentation of a geogrid[J]. Geotextiles and Geomembranes，2004，22(5)：307–328.

[24] EL-EMAM M M，BATHURST R J. Facing contribution to seismic response of reduced-scale reinforced soil walls[J]. Geosynthetics International，2005，12(5)：215–238.

[25] NAKAJIMA S. Study on seismic performance of geogrid reinforced soil retaining walls and deformation characteristics of backfill soil[C]// Proceedings of the 4th Asian Regional Conference on Geosynthetics. Shanghai：[s. n.]，2008：211–215.

[1] TATSUOKA F，HIRAKAWA D，NOJIRI M，et al. A new type of integral bridge comprising geosynthetic-reinforced soil walls[J]. Geosynthetics International，2009，16(4)：301–326.

[2] HIGO Y，LEE C W，DOI T，et al. Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests[J]. Soils and Foundations，2015，55(1)：112–126.

[3] BHATTACHARJEE A，MURALI KRISHNA A. Development of numerical model of wrap-faced walls subjected to seismic excitation[J]. Geosynthetics International，2012，19(5)：354–369.

[4] NAKAMURA S. Reexamination of Mononobe-Okabe theory of gravity retaining walls using centrifuge model tests[J]. Soils and foundations，2006，46(2)：135–146.

[5] 刘斯宏，高军军，王艳巧. 土工袋减振隔振机制分析及试验研究[J]. 岩土力学，2015，36(2)：325–332.(LIU Sihong，GAO Junjun，WANG Yanqiao. Mechanism analysis and experimental study of vibration reduction and isolation effect of geotextile bag[J]. Rock and Soil Mechanics，2015，36(2)：325–332.(in Chinese))