| Year |
Citation |
Score |
| 2020 |
Fan C, Liu H, Cao J, Ling HI. Responses of reinforced soil retaining walls subjected to horizontal and vertical seismic loadings Soil Dynamics and Earthquake Engineering. 129: 105969. DOI: 10.1016/J.Soildyn.2019.105969 |
0.505 |
|
| 2019 |
Zou D, Han H, Ling HI, Zhou Y, Liu J. An approach for the real-time slip deformation coupled with strain softening of a high rockfill dam subjected to pulse-like ground motions Soil Dynamics and Earthquake Engineering. 117: 30-46. DOI: 10.1016/J.Soildyn.2018.10.044 |
0.368 |
|
| 2017 |
Jiang J, Ling HI, Yang L. Approximate Simulation of Natural Structured Soft Clays Using a Simplified Bounding Surface Model International Journal of Geomechanics. 17: 06016044. DOI: 10.1061/(Asce)Gm.1943-5622.0000864 |
0.613 |
|
| 2017 |
Jiang J, Ling HI, Kaliakin VN. On a damage law for creep rupture of clays with accumulated inelastic deviatoric strain as a damage measure Mechanics Research Communications. 83: 22-26. DOI: 10.1016/J.Mechrescom.2017.03.003 |
0.618 |
|
| 2017 |
Stathas D, Wang JP, Ling HI. Model geogrids and 3D printing Geotextiles and Geomembranes. 45: 688-696. DOI: 10.1016/J.Geotexmem.2017.07.006 |
0.445 |
|
| 2017 |
Gu M, Collin JG, Han J, Zhang Z, Tanyu BF, Leshchinsky D, Ling HI, Rimoldi P. Numerical analysis of instrumented mechanically stabilized gabion walls with large vertical reinforcement spacing Geotextiles and Geomembranes. 45: 294-306. DOI: 10.1016/J.Geotexmem.2017.04.002 |
0.393 |
|
| 2016 |
Ling HI, Hung C, Kaliakin VN. Application of an Enhanced Anisotropic Bounding Surface Model in Simulating Deep Excavations in Clays Journal of Geotechnical and Geoenvironmental Engineering. 142: 4016065. DOI: 10.1061/(Asce)Gt.1943-5606.0001533 |
0.401 |
|
| 2016 |
Jiang J, Ling HI, Kaliakin VN, Zeng X, Hung C. Evaluation of an anisotropic elastoplastic–viscoplastic bounding surface model for clays Acta Geotechnica. 1-14. DOI: 10.1007/S11440-016-0471-7 |
0.668 |
|
| 2014 |
Ono K, Inoue K, Sawada Y, Izumi A, Sonoda Y, Miki T, Mohri Y, Ling HI, Li L, Hinobayashi J, Kawabata T. Centrifuge model test for buried inner rehabilitated pipes affected by aging pipes with different damage levels Pipelines 2014: From Underground to the Forefront of Innovation and Sustainability - Proceedings of the Pipelines 2014 Conference. 1040-1048. DOI: 10.1061/9780784413692.094 |
0.321 |
|
| 2014 |
Hung C, Ling HI, Kaliakin VN. Finite element simulation of deep excavation in soft cohesive soils using an enhanced anisotropic bounding surface model Geotechnical Special Publication. 3143-3152. DOI: 10.1061/9780784413272.306 |
0.462 |
|
| 2014 |
Liu H, Yang G, Ling HI. Seismic response of multi-tiered reinforced soil retaining walls Soil Dynamics and Earthquake Engineering. 61: 1-12. DOI: 10.1016/J.Soildyn.2014.01.012 |
0.533 |
|
| 2013 |
Jiang J, Ling HI, Kaliakin VN. Simulation of natural pisa clay using an enhanced anisotropic elastoplastic bounding surface model Journal of Applied Mechanics, Transactions Asme. 80. DOI: 10.1115/1.4007964 |
0.652 |
|
| 2013 |
Hung C, Ling HI, Kaliakin VN. Simulation of excavation in soft cohesive soils using enhanced anisotropic elastoplastic bounding surface models Poromechanics V - Proceedings of the 5th Biot Conference On Poromechanics. 987-992. DOI: 10.1061/9780784412992.118 |
0.359 |
|
| 2013 |
Leshchinsky B, Ling H. Effects of Geocell Confinement on Strength and Deformation Behavior of Gravel Journal of Geotechnical and Geoenvironmental Engineering. 139: 340-352. DOI: 10.1061/(Asce)Gt.1943-5606.0000757 |
0.717 |
|
| 2013 |
Leshchinsky B, Ling HI. Numerical modeling of behavior of railway ballasted structure with geocell confinement Geotextiles and Geomembranes. 36: 33-43. DOI: 10.1016/J.Geotexmem.2012.10.006 |
0.735 |
|
| 2013 |
Zhussupbekov AZ, Utepov YB, Shakhmov ZA, Ling HI. Model testing of piles in a centrifuge for prediction of their in-situ performance Soil Mechanics and Foundation Engineering. 1-5. DOI: 10.1007/S11204-013-9217-9 |
0.412 |
|
| 2013 |
Weng MC, Ling HI. Modeling the behavior of sandstone based on generalized plasticity concept International Journal For Numerical and Analytical Methods in Geomechanics. 37: 2154-2169. DOI: 10.1002/Nag.2127 |
0.495 |
|
| 2013 |
Montoya A, Ling HI. Experimental tests on geocell reinforced Nevada sand Design and Practice of Geosynthetic-Reinforced Soil Structures. 369-376. |
0.345 |
|
| 2013 |
Lin H, Ling HI, Li L, Collin JG, Leshchinsky D, Rimoldi P. Centrifuge modeling of gabion walls reinforced with geosynthetics Design and Practice of Geosynthetic-Reinforced Soil Structures. 93-102. |
0.425 |
|
| 2012 |
Zou D, Zhou Y, Ling HI, Kong X, Xu B. Dislocation of face-slabs of Zipingpu concrete face rockfill dam during Wenchuan earthquake Journal of Earthquake and Tsunami. 6. DOI: 10.1142/S1793431112500078 |
0.326 |
|
| 2012 |
Jiang J, Ling HI, Kaliakin VN. An associative and non-associative anisotropic bounding surface nodel for clay Journal of Applied Mechanics, Transactions Asme. 79. DOI: 10.1115/1.4005958 |
0.627 |
|
| 2012 |
Ling H, Ling HI. Centrifuge model simulations of rainfall-induced slope instability Journal of Geotechnical and Geoenvironmental Engineering. 138: 1151-1157. DOI: 10.1061/(Asce)Gt.1943-5606.0000679 |
0.477 |
|
| 2012 |
Ling HI, Leshchinsky D, Mohri Y, Wang JP. Earthquake response of reinforced segmental retaining walls backfilled with substantial percentage of fines Journal of Geotechnical and Geoenvironmental Engineering. 138: 934-944. DOI: 10.1061/(Asce)Gt.1943-5606.0000669 |
0.529 |
|
| 2012 |
Liu H, Ling HI. Seismic responses of reinforced soil retaining walls and the strain softening of backfill soils International Journal of Geomechanics. 12: 351-356. DOI: 10.1061/(Asce)Gm.1943-5622.0000051 |
0.56 |
|
| 2011 |
Kawabata T, Sawada Y, Mohri Y, Ling HI. Dynamic Behavior Of Buried Bend With Thrust Restraint In Liquefying Ground Journal of Japan Society of Civil Engineers. 67: 399-406. DOI: 10.2208/Jscejge.67.399 |
0.348 |
|
| 2011 |
Kawabata T, Iwasaki Y, Ling HI, Mohri Y, Uchida K. Experiments and numerical analyses for spillway on small earth dam subjected to simple shear Geotechnical Special Publication. 3158-3165. DOI: 10.1061/41165(397)323 |
0.442 |
|
| 2011 |
Ling HI. Discussion on: Numerical simulation of geosynthetic-reinforced soil walls under seismic shaking [Lee, K.Z.Z., Chang, N.Y., Ko, H.Y., 2010. Geotextiles and Geomembranes 28, 317-334] Geotextiles and Geomembranes. 29: 168-169. DOI: 10.1016/J.Geotexmem.2010.10.001 |
0.4 |
|
| 2011 |
Wang JJ, Ling HI. Developing a risk assessment model for typhoon-triggered debris flows Journal of Mountain Science. 8: 10-23. DOI: 10.1007/S11629-011-2065-Z |
0.502 |
|
| 2010 |
Kawabata T, Kashiwagi A, Sawada Y, Okuno S, Ling HI, Mohri Y. Lateral loading experiment on buried pipe using liquefied stabilized soil as backfill material for thrust restraint Pipelines 2010: Climbing New Peaks to Infrastructure Reliability - Renew, Rehab, and Reinvest - Proc. of the Pipelines 2010 Conference. 386: 1244-1254. DOI: 10.1061/41138(386)120 |
0.392 |
|
| 2010 |
Ling HI, Yang S, Leshchinsky D, Liu H, Burke C. Finite-element simulations of full-scale modular-block reinforced soil retaining walls under earthquake loading Journal of Engineering Mechanics. 136: 653-661. DOI: 10.1061/(Asce)Em.1943-7889.0000108 |
0.705 |
|
| 2010 |
Jiang J, Ling HI. A framework of an anisotropic elastoplastic model for clays Mechanics Research Communications. 37: 394-398. DOI: 10.1016/J.Mechrescom.2010.04.004 |
0.36 |
|
| 2010 |
Ling HI. A tribute to Philip Barnett Bucky (1899-1957) Acta Geotechnica. 5: 83-85. DOI: 10.1007/S11440-010-0112-5 |
0.386 |
|
| 2010 |
Minno M, Li L, Ling HI, Napoleoni Q. Investigation of the soil-geosynthetics interface behaviour through a modified direct shear apparatus 9th International Conference On Geosynthetics - Geosynthetics: Advanced Solutions For a Challenging World, Icg 2010. 665-668. |
0.414 |
|
| 2010 |
Kawabata T, Izumi A, Hanazawa T, Mohri Y, Ling HI, Ariyoshi M. Vertical loading tests for buried flexible pipes with equivalent ring stiffness Proceedings of the International Offshore and Polar Engineering Conference. 2: 135-141. |
0.334 |
|
| 2009 |
Ling HI, Wu MH, Leshchinsky D, Leshchinsky B. Centrifuge modeling of slope instability Journal of Geotechnical and Geoenvironmental Engineering. 135: 758-767. DOI: 10.1061/(Asce)Gt.1943-5606.0000024 |
0.772 |
|
| 2009 |
Ling HI, Leshchinsky D, Wang JP, Mohri Y, Rosen A. Seismic response of geocell retaining walls: Experimental studies Journal of Geotechnical and Geoenvironmental Engineering. 135: 515-524. DOI: 10.1061/(Asce)1090-0241(2009)135:4(515) |
0.414 |
|
| 2009 |
Leshchinsky D, Ling HI, Wang JP, Rosen A, Mohri Y. Equivalent seismic coefficient in geocell retention systems Geotextiles and Geomembranes. 27: 9-18. DOI: 10.1016/J.Geotexmem.2008.03.001 |
0.415 |
|
| 2009 |
Ling HI, Liu H. Deformation analysis of reinforced soil retaining walls-simplistic versus sophisticated finite element analyses Acta Geotechnica. 4: 203-213. DOI: 10.1007/S11440-009-0091-6 |
0.67 |
|
| 2008 |
Ling HI, Wang JP, Leshchinsky D. Cyclic behaviour of soil-structure interfaces associated with modular-block reinforced soil-retaining walls Geosynthetics International. 15: 14-21. DOI: 10.1680/Gein.2008.15.1.14 |
0.544 |
|
| 2008 |
Ling HI, Sun L, Liu H, Mohri Y, Kawabata T. Finite Element Analysis Of Pipe Buried In Saturated Soil Deposit Subject To Earthquake Loading Journal of Earthquake and Tsunami. 2: 1-17. DOI: 10.1142/S1793431108000244 |
0.713 |
|
| 2008 |
Wang JJ, Ling HI, Smyth A. Failures associated with the 2004 Mindulle Typhoon in Taiwan Geotechnical and Geological Engineering. 26: 79-90. DOI: 10.1007/S10706-007-9148-1 |
0.509 |
|
| 2008 |
Liu H, Ling HI. Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics International Journal For Numerical and Analytical Methods in Geomechanics. 32: 1495-1514. DOI: 10.1002/Nag.682 |
0.667 |
|
| 2007 |
Kawabata T, Shoda D, Ling HI, Mohri Y. Closed Form Solution And Finite Element Analysis For Buried Flexible Pipe Under High Fills Soils and Foundations. 47: 1101-1107. DOI: 10.3208/Sandf.47.1101 |
0.35 |
|
| 2007 |
Liu H, Ling HI. Unified elastoplastic-viscoplastic bounding surface model of geosynthetics and its applications to geosynthetic reinforced soil-retaining wall analysis Journal of Engineering Mechanics. 133: 801-815. DOI: 10.1061/(Asce)0733-9399(2007)133:7(801) |
0.696 |
|
| 2007 |
Ling HI, Callisto L, Leshchinsky D, Koseki J. Soil stress-strain behavior: Measurement, modeling and analysis a collection of papers of the geotechnical symposium in Rome, March 16–17, 2006 Solid Mechanics and Its Applications. 146. |
0.391 |
|
| 2007 |
Wang JP, Ling HI, Mohri Y. Stress-strain behavior of a compacted sand-clay mixture Solid Mechanics and Its Applications. 146: 491-502. |
0.38 |
|
| 2006 |
Liu HB, Ling HI. Modeling cyclic behavior of geosynthetics using mathematical functions combined with Masing rule and bounding surface plasticity Geosynthetics International. 13: 234-245. DOI: 10.1680/Gein.2006.13.6.234 |
0.597 |
|
| 2006 |
Kawabata T, Mohri Y, Ling HI, Kitano T. Model pit test and DEM analysis on buried pipe subject to lateral loading Proceedings of the 2006 Pipeline Division Specialty Conference - Pipelines 2006: Service to the Owner. 211: 84. DOI: 10.1061/40854(211)84 |
0.366 |
|
| 2006 |
Kawabata T, Ling HI, Osawa M, Sawada Y, Matsukawa T. The behavior of buried flexible pipe in peat ground Proceedings of the 2006 Pipeline Division Specialty Conference - Pipelines 2006: Service to the Owner. 211: 81. DOI: 10.1061/40854(211)81 |
0.335 |
|
| 2006 |
Kawabata T, Ling HI, Mohri Y, Shoda D. Behavior of buried flexible pipe under high fills and design implications Journal of Geotechnical and Geoenvironmental Engineering. 132: 1354-1359. DOI: 10.1061/(Asce)1090-0241(2006)132:10(1354) |
0.353 |
|
| 2006 |
Ling HI, Yang S. Unified sand model based on the critical state and generalized plasticity Journal of Engineering Mechanics. 132: 1380-1391. DOI: 10.1061/(Asce)0733-9399(2006)132:12(1380) |
0.466 |
|
| 2006 |
Liu H, Song E, Ling HI. Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics Mechanics Research Communications. 33: 515-531. DOI: 10.1016/J.Mechrescom.2006.01.002 |
0.664 |
|
| 2005 |
Ling HI, Mohri Y, Leshchinsky D, Burke C, Matsushima K, Liu H. Large-scale shaking table tests on modular-block reinforced soil retaining walls Journal of Geotechnical and Geoenvironmental Engineering. 131: 465-476. DOI: 10.1061/(Asce)1090-0241(2005)131:4(465) |
0.664 |
|
| 2005 |
Ling HI, Leshchinsky D. Failure analysis of modular-block reinforced-soil walls during earthquakes Journal of Performance of Constructed Facilities. 19: 117-123. DOI: 10.1061/(Asce)0887-3828(2005)19:2(117) |
0.445 |
|
| 2005 |
Ling HI, Liu H, Mohri Y. Parametric studies on the behavior of reinforced soil retaining walls under earthquake loading Journal of Engineering Mechanics. 131: 1056-1065. DOI: 10.1061/(Asce)0733-9399(2005)131:10(1056) |
0.694 |
|
| 2005 |
Pamuk A, Kalkan E, Ling HI. Structural and geotechnical impacts of surface rupture on highway structures during recent earthquakes in Turkey Soil Dynamics and Earthquake Engineering. 25: 581-589. DOI: 10.1016/J.Soildyn.2004.11.011 |
0.355 |
|
| 2005 |
Ling HI. Finite element applications to reinforced soil retaining walls - Simplistic versus sophisticated analyses Geotechnical Special Publication. 217-236. |
0.406 |
|
| 2005 |
Yang S, Ling HI. Calibration of a generalized plasticity model and its application to liquefaction analysis Geotechnical Special Publication. 483-494. |
0.403 |
|
| 2004 |
Kawabata T, Uchida K, Ling HI, Nakase H, Sawada Y, Hirai T, Saito K. Lateral loading tests for buried pipe with geosynthetics Geotechnical Special Publication. 609-616. DOI: 10.1061/40744(154)47 |
0.412 |
|
| 2004 |
Ling HI, Mohri Y, Kawabata T, Liu H, Burke C, Sun L. Errata for “Centrifugal Modeling of Seismic Behavior of Large-Diameter Pipe in Liquefiable Soil” Journal of Geotechnical and Geoenvironmental Engineering. 130: 342-342. DOI: 10.1061/(Asce)1090-0241(2004)130:3(342) |
0.662 |
|
| 2004 |
Ling HI, Liu H, Kaliakin VN, Leschchinsky D. Analyzing dynamic behavior of geosynthetic-reinforced soil retaining walls Journal of Engineering Mechanics. 130: 911-920. DOI: 10.1061/(Asce)0733-9399(2004)130:8(911) |
0.691 |
|
| 2004 |
Won MS, Ling HI, Kim YS. A Study of the Deformation of Flexible Pipes Buried Under Model Reinforced Sand Ksce Journal of Civil Engineering. 8: 377-385. DOI: 10.1007/Bf02829161 |
0.448 |
|
| 2004 |
Liu HB, Ling HI. Elasto-plastic finite element study for parameters of geogrid-reinforced soil retaining wall Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering. 26: 668. |
0.36 |
|
| 2003 |
Matsushima K, Mohri Y, Yamazaki S, Ling HI. Shaking test of Block type Geosynthetic Reinforced Soil Retaining Wall Geosynthetics Engineering Journal. 18: 251-258. DOI: 10.5030/Jcigsjournal.18.251 |
0.487 |
|
| 2003 |
Ling HI, Leshchinsky D. Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls Geosynthetics International. 10: 77-94. DOI: 10.1680/Gein.2003.10.3.77 |
0.553 |
|
| 2003 |
Ling HI, Mohri Y, Kawabata T, Liu H, Burke C, Sun L. Centrifugal modeling of seismic behavior of large-diameter pipe in liquefiable soil Journal of Geotechnical and Geoenvironmental Engineering. 129: 1092-1101. DOI: 10.1061/(Asce)1090-0241(2003)129:12(1092) |
0.731 |
|
| 2003 |
Ling HI, Liu H. Pressure-level dependency and densification behavior of sand through generalized plasticity model Journal of Engineering Mechanics. 129: 851-860. DOI: 10.1061/(Asce)0733-9399(2003)129:8(851) |
0.665 |
|
| 2003 |
Ling HI, Liu H. Finite element studies of asphalt concrete pavement reinforced with geogrid Journal of Engineering Mechanics. 129: 801-811. DOI: 10.1061/(Asce)0733-9399(2003)129:7(801) |
0.615 |
|
| 2003 |
Kawabata T, Uchida K, Hirai T, Mohri Y, Ling HI, Koyama N. Experiments on Buried Pipe Using Backfill of Cover with Geosynthetics Proceedings of the Asce International Conference On Pipeline Engineering and Construction: New Pipeline Technologies, Security, and Safety. 2: 1271-1278. |
0.344 |
|
| 2002 |
Ling HI, Burke C, Mohri Y, Matsushima K. Shear strength parameters of soil-geosynthetic interfaces under low confining pressure using a tilting table Geosynthetics International. 9: 373-380. DOI: 10.1680/Gein.9.0223 |
0.479 |
|
| 2002 |
Kawabata T, Mohri Y, Ling HI. Earth pressure distribution for buried pipe bend subject to internal pressure Pipelines 2002 - Beneath Our Feet: Challengers and Solutions - Proceedings of the Pipeline Division Specialty Conference. 65. DOI: 10.1061/40641(2002)65 |
0.328 |
|
| 2002 |
Ling HI, Yue D, Kaliakin VN, Themelis NJ. Anisotropic elastoplastic bounding surface model for cohesive soils Journal of Engineering Mechanics. 128: 748-758. DOI: 10.1061/(Asce)0733-9399(2002)128:7(748) |
0.583 |
|
| 2001 |
Ling HI, Liu Z. Performance of geosynthetic-reinforced asphalt pavements Journal of Geotechnical and Geoenvironmental Engineering. 127: 177-184. DOI: 10.1061/(Asce)1090-0241(2001)127:2(177) |
0.386 |
|
| 2001 |
Ling HI, Pamuk A, Dechasakulsom M, Mohri Y, Burke C. Interactions between PVC geomembranes and compacted clays Journal of Geotechnical and Geoenvironmental Engineering. 127: 950-954. DOI: 10.1061/(Asce)1090-0241(2001)127:11(950) |
0.458 |
|
| 2001 |
Ling HI, Liu H, Mohri Y, Kawabata T. Bounding surface model for geosynthetic reinforcements Journal of Engineering Mechanics. 127: 963-967. DOI: 10.1061/(Asce)0733-9399(2001)127:9(963) |
0.607 |
|
| 2001 |
Ling HI, Leshchinsky D, Chou NNS. Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the ji-ji earthquake of Taiwan Soil Dynamics and Earthquake Engineering. 21: 297-313. DOI: 10.1016/S0267-7261(01)00011-2 |
0.524 |
|
| 2001 |
Ling HI. Recent applications of sliding block theory to geotechnical design Soil Dynamics and Earthquake Engineering. 21: 189-197. DOI: 10.1016/S0267-7261(01)00007-0 |
0.448 |
|
| 2000 |
Ling HI, Cardany CP, Sun LX, Hashimoto H. Finite element study of a geosynthetic-reinforced soil retaining wall with concrete-block facing Geosynthetics International. 7: 137-162. DOI: 10.1680/Gein.7.0170 |
0.54 |
|
| 1999 |
Ling HI, Mohri Y, Kawabata T. Seismic analysis of sliding wedge: Extended Francais-Culmann's analysis Soil Dynamics and Earthquake Engineering. 18: 387-393. DOI: 10.1016/S0267-7261(99)00005-6 |
0.333 |
|
| 1999 |
Mohri Y, Kawabata T, Ling HI. Experimental study on the effects of vertical shaking on the behavior of underground pipelines Earthquake Geotechnical Engineering. Proceedings of the 2nd International Conference On Earthquake Geotechnical Engineering, Lisbon, June 1999. (3 Vols.).. 489-494. |
0.366 |
|
| 1999 |
Mohri Y, Yuasa A, Kawabata T, Ling HI. Simulation analysis on countermeasure testing for underground pipeline Earthquake Geotechnical Engineering. Proceedings of the 2nd International Conference On Earthquake Geotechnical Engineering, Lisbon, June 1999. (3 Vols.).. 495-500. |
0.379 |
|
| 1998 |
Ziegler S, Leshchinsky D, Ling HI, Perry EB. Effect of short polymeric fibers on crack development in clays Soils and Foundations. 38: 247-253. DOI: 10.3208/Sandf.38.247 |
0.304 |
|
| 1998 |
Ling HI, Leshchinsky D. Effects of vertical acceleration on seismic design of geosynthetic-reinforced soil structures Geotechnique. 48: 347-373. DOI: 10.1680/Geot.1998.48.3.347 |
0.503 |
|
| 1998 |
Ling HI, Mohri Y, Kawabata T. Tensile properties of geogrids under cyclic loadings Journal of Geotechnical and Geoenvironmental Engineering. 124: 782-787. DOI: 10.1061/(Asce)1090-0241(1998)124:8(782) |
0.363 |
|
| 1998 |
Ling HI, Leshchinsky D, Mohri Y, Kawabata T. Estimation of municipal solid waste landfill settlement Journal of Geotechnical and Geoenvironmental Engineering - Asce. 124: 21-28. DOI: 10.1061/(Asce)1090-0241(1998)124:1(21) |
0.377 |
|
| 1997 |
Ling HI, Leshchinsky D, Tatsuoka F. Stress-confinement effect of nonwoven geotextile on design of reinforced soil retaining wall Soils and Foundations. 37: 121-126. DOI: 10.3208/Sandf.37.4_121 |
0.446 |
|
| 1997 |
Ling HI, Leshchinsky D, Perry EB. Seismic design and performance of geosynthetic-reinforced soil structures Geotechnique. 47: 933-952. DOI: 10.1680/Geot.1997.47.5.933 |
0.494 |
|
| 1997 |
Leshchinsky D, Dechasakulsom M, Kaliakin VN, Ling HI. Creep and Stress Relaxation of Geogrids Geosynthetics International. 4: 463-479. DOI: 10.1680/Gein.4.0102 |
0.42 |
|
| 1997 |
Ling HI, Leshchinsky D. Seismic stability and permanent displacement of landfill cover systems Journal of Geotechnical Engineering. 123: 113-122. DOI: 10.1061/(Asce)1090-0241(1997)123:2(113) |
0.505 |
|
| 1997 |
Ling HI, Cheng AHD. Rock sliding induced by seismic force International Journal of Rock Mechanics and Mining Sciences. 34: 1021-1029. DOI: 10.1016/S1365-1609(97)80011-1 |
0.328 |
|
| 1997 |
Ling HI, Leshchinsky D, Mohri Y. Soil slopes under combined horizontal and vertical seismic accelerations Earthquake Engineering and Structural Dynamics. 26: 1231-1241. DOI: 10.1002/(Sici)1096-9845(199712)26:12<1231::Aid-Eqe707>3.0.Co;2-Z |
0.421 |
|
| 1997 |
Leshchinsky D, Dechasakulsom M, Kaliakin VN, Ling HI. Creep and stress relaxation of geogrids Geosynthetics International. 4: 463-479. |
0.311 |
|
| 1996 |
Leshchinsky D, Leshchinsky O, Ling HI, Gilbert PA. Geosynthetic tubes for confining pressurized slurry: Some design aspects Journal of Geotechnical Engineering. 122: 682-690. DOI: 10.1061/(Asce)0733-9410(1996)122:8(682) |
0.377 |
|
| 1996 |
Ling HI, Tatsuoka F. Effects of stress ratio on behavior of quasi-preconsolidated compacted clay under plane strain compression Geotechnical Special Publication. 151-165. |
0.447 |
|
| 1995 |
Ling HI, Leshchinsky D. Seismic Performance Of Simple Slopes Soils and Foundations. 35: 85-94. DOI: 10.3208/Sandf1972.35.2_85 |
0.42 |
|
| 1995 |
Leshchinsky D, Ling H, Hanks G. Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls Geosynthetics International. 2: 845-881. DOI: 10.1680/Gein.2.0039 |
0.481 |
|
| 1995 |
Pincus H, Min Y, Leshchinsky D, Ling H, Kaliakin V. Effects of sustained and repeated tensile loads on geogrid embedded in sand Geotechnical Testing Journal. 18: 204-225. DOI: 10.1520/Gtj10322J |
0.443 |
|
| 1995 |
Ling HI, Tatsuoka F, Tateyama M. Simulating performance of GRS-RW by finite-element procedure Journal of Geotechnical Engineering. 121: 330-340. DOI: 10.1061/(Asce)0733-9410(1995)121:4(330) |
0.497 |
|
| 1994 |
Ling HI, Tatsuoka F. Performance of anisotropic geosyntheticreinforced cohesive soil mass Journal of Geotechnical Engineering. 120: 1166-1184. DOI: 10.1061/(Asce)0733-9410(1994)120:7(1166) |
0.536 |
|
| 1993 |
Ling HI, Tatsuoka F, Wu JTH, Nishimura J. Hydraulic conductivity of geotextiles under typical operational conditions Geotextiles and Geomembranes. 12: 509-542. DOI: 10.1016/0266-1144(93)90042-M |
0.492 |
|
| 1992 |
Ling HI. Short-term strength and deformation characteristics of geotextiles under typical operational conditions Geotextiles and Geomembranes. 11: 335. DOI: 10.1016/0266-1144(92)90043-A |
0.513 |
|
| Show low-probability matches. |