PUBLICATIONS

Books

Refereed Papers
papers in the initial stage of review are not included
Note: The pdf files are for my personal use and not for redistribution
(you may download them with your own responsibility on the copyright issue)
ASCE has complained about the copyright, thus the downloading links were disabled [May 15, 2014]

 

Zou, D., Han, H., Ling, H.I., Zhou Y. and Liu, J. (2019). “An approach for the real time slip deformation strain softening of a high rockfill dam subjected to pulse-like ground motion.” Soil Dynamics and Earthquake Engineering, 117(1), 30-46.

Dziuban, B., Ling, H.I., and Li, L. (2018). “Failure mechanism of shallow tunnel in sandy ground.” Transportation Infrastructure Geotechnology, 5(4), 318-331.

Ono, K., Terada, K., Sawada, Y., Ling, H.I., and Kawabata, T. (2018). “Fluid coupled-DEM simulation of lateral loading experiment for buried pipe in liquefiable soil.” Transportation Infrastructure Geotechnology, 5(2), 93-113.

Zarembski, A.M., Palese, J., Hartsough, C., and Ling, H.I. (2017). “Application of geocell track substructure support system to correct surface degradation problems under high speed passenger railroad operations.” Transportation Infrastructure Geotechnology, 4(4), 106-125.

Stathas, D., Wang, J.P., and Ling, H.I. (2017). “Model geogrids with 3D printing.” Geotextiles and Geomembranes, 45, 688-696.

Gu, M., Collin, J.G., Han, J., Zhang, Z., Tanyu, B.F., Leshchinsky, D., Ling, H.I., and Rimoldi, P. (2017). "Numerical analysis of instrumented mechanically stabilized gabion walls with large vertical reinforcement spacing." Geotextiles and Geomembranes, 45, 294-306.  

Jiang, J., Ling, H.I., and Kaliakin, V.N. (2017). “On a damage law for creep rupture of clays with accumulated inelastic deviatoric strain as a damage measure.” Research Mechanics Communication, 83, 22-26.

Jiang, H., Ling, H.I., Kaliakin, V.N., Zeng, X., and Hung, C. (2017). "Evaluation of an anisotropic elastoplastic–viscoplastic bounding surface model for clays." Acta Geotechnica, 12, 335-348.

Jiang, J., Ling, H.I., and Yang, L. (2016). “Approximate simulation of natural structured soft clays using a simplified bounding surface model.” International Journal of Geomechanics. 06016044-1 to 060116044-8. DOI: 10.1061/(ASCE)GM.1943-5622.0000864 (published online)

Ling, H.I., Hung, C., and Kaliakin, V.N. (2016) “Application of an enhanced anisotropic bounding surface model in simulating deep excavations in soft clays.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 142(11), 04016065-1 to 04016065-12.

Ono, K., Sonoda, Y., Sawada, Y., Ling, H.I., and Kawabata, T. (2015). “Centrifuge modelling for mechanical behavior of liners in damaged host pipe.” Transportation Infrastructure Geotechnology, 2(2), 139-154.

Hung, C., Ling, H.I., and Kaliakin, V.N. (2014). “Finite element simulation of deep excavation failures.” Transportation Infrastructure Geotechnology, 1(3&4), 326-345.

H. Liu, G. Yang, and H.I. Ling (2014). “Seismic responses of multi-tiered reinforced soil retaining walls.” Soil Dynamics and Earthquake Engineering, 61-62, 1-12.

Ling,  H.,  Ling, H.I., and Kawabata, T.  (2014). “Revisiting Nigawa landslide of the 1995 Kobe earthquake.” Geotechnique, 64(5), 400-404.

Leshchinsky, D., Kang, B., Han, J., and Ling, H.I. (2014). "Framework for limit state design of geosynthetic-reinforced walls and slopes." Transportation Infrastructure Geotechnology,  1(2), 129-164.

Leshchinsky, B. and Ling, H.I. (2013). "Effects of geocell confinement on strength and deformation behavior of gravel." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 139(2), 340-352.

Weng, M-C., and Ling, H.I. (2013). “Modeling the behavior of sandstone based on generalized plasticity concept.” International Journal for Numerical and Analytical Methods in Geomechanics, 37, 2154-2169.

Zhussupbekov, A.Zh., Utepov, Ye.B., Shakhmov, Zh.A., and H. I. Ling (2013). "Model testing of piles in a centrifuge for prediction of their in-situ performance." Soil Mecahnics and Foundation Engineering, 50(3), 92-96.

Jiang, J., Ling, H.I., and Kaliakin, V.N. (2013). “Simulation of natural Pisa Clay using an enhanced anisotropic elastoplastic bounding surface model.” Journal of Applied Mechanics, 80(2), 024503.

Leshchinsky, B. and Ling, H.I. (2013).  "Numerical modeling of behavior of railway ballasted structure with geocell confinement." Geotextiles & Geomembranes, 36(1), 33-43.


 Ling, H.I., Leshchinsky, D., Mohri, Y., and Wang, J-P. (2012). ”Earthquake response of reinforced segmental retaining walls backfilled with substantial percentage of fines” Journal of Geotechnical and Geoenvironmental Engineering,  138(8), 934-944.

Ling, H. and Ling, H.I. (2012). “Centrifuge model simulations of rainfall-induced slope instability.” Journal of Geotechnical and Geoenvironmental Engineering, 138(9), 1151-1157.
related conference papers:
Ling, H. and Ling, H.I. (2012). “Rainfall-induced slope instability – Implications for global climate change.” Proceedings of the First Asian Workshop on Physical Modelling in Geotechnics, B.V.S. Viswanadham and C. Gaudin, Editors, Bloomsbury Publishing India Pvt. Ltd., New Delhi, India, 135-140.
Ling, H., Ling, H.I., Li, L., and T. Kawabata (2010). “Centrifuge modeling of slope failures induced by rainfall.” Proceedings of 7th International Conference on Physical Modelling in Geotechnics, Springman, Laue & Seward (eds), Taylor & Francis Group, London, 1131-1136.
Zou, D., Zhou, Y., Ling, H.I., Kong, X., and Xu, B.(2012). “Dislocation of face-slabs of Zipingpu Concrete Face Rockfill Dam during Wenchuan Earthquake. ” Journal of Earthquake and Tsunami.6(2).

Jiang, J., Ling, H.I., and Kaliakin, V.N. (2012). “An associative and non-associative anisotropic bounding surface model for clay.”  Journal of Applied Mechanics, 79(3), 031010-1:10.

Kawabata, T., Sawada, Y., Mohri, Y., and Ling, H.I. (2011). “Dynamic behavior of buried bend with thrust restraint in liquefying ground.” Journal of Japanese Society of Civil Engineers, 67(3), 399-406.

Wang, J-J. and Ling, H.I. (2011). “Developing a risk assessment model for typhoon-triggered debris flows.” Journal of Mountain Science, 8(1), 10-23.

Ling, H.I. (2011). 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(2), 168-169.

Jiang J. and Ling, H.I. (2010). “A framework of anisotropic elastoplastic model for clays.” Mechanics Research Communications, 37, 394-398.

Ling, H.I., Yang, S., Leshchinsky, D., Liu, H., and Burke, C. (2010). "Finite element simulations of full-scale modular block reinforced soil retaining walls under earthquake loading." Journal of Engineering Mechanics, ASCE, 136(5), 653-661.

Wang, J-J. and Ling, H.I. (2010). "Relationships between Typhoon paths and debris flow disasters in Taiwan." Natural Hazards. 54(2), 373-394.

Ling, H.I. and Liu, H (2009). "Deformation analysis of reinforced soil retaining walls - simplistic versus sophisticated finite element analyses." Acta Geotechnica, 4(3),203-213.

 Ling, H.I., Wu, M-H., Leshchinsky, D., and Leshchinsky, B. (2009). "Centrifuge modeling of slope instability." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(6), 758-767.

Ling, H.I., L. Emi, and Wang, J-P. (2009). "Stress-deformation and fluid pressure of bone specimens under cyclic loading.” Journal of Engineering Mechanics, ASCE, 135(5), 375-381.

Ling, H.I., Leshchinsky, D., Wang, J-P., and Rosen, A. (2009). "Seismic response of geocell retaining walls: Experimental studies." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(4), 515-524.

Leshchinsky, D., Ling, H.I., Wang, J-P., Rosen, A., and Moh i, Y. (2009). “Equivalent seismic coefficient in geocell retaintion systems.” Geotextiles and Geomembranes, 27(1), 9-18.

Ling, H.I., Wang, J-P., and Leshchinsky, D. (2008)."Cyclic behavior of soil-structure interfaces in a reinforced soil wall: Experimental studies." Geosynthetics International, 15(1), 14-21.


Ling, H.I., Sun, L., Liu, H., Mohri, Y., and Kawabata, T. (2008). “Finite element analysis of pipe buried in saturated soil deposit subject to earthquake loading.” Journal of Earthquake and Tsunami, 2(1), 1-17.

Liu, H. and Ling, H.I. (2008). “Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics.” International Journal of Analytical and Numerical Methods in Geomechanics, 32(12), 1495-1514.

Wang, J-J., Ling, H.I., and Smyth, A. (2008). “Failures Associated with the 2004 Mindulle Typhoon in Taiwan.” Geotechnical and Geological Engineering, 26(1), 79-90.

Kawabata, T., Shoda, D., Ling, H.I., and Mohri, Y. (2007). “Closed form solution and finite element analysis for buried flexible pipe under high fills.” Soils and Foundations. 47(6), 1101-1108.

Liu, H. and Ling, H.I. (2007). “An elastoplastic-viscoplastic bounding surface model of geosynthetics and its application to reinforced soil wall analysis.” ASCE Journal of Engineering Mechanics, 133(7), 801-815.


Ling, H.I., Callisto, L., Leshchinsky, D., and Koseki, J. (2007). Soil Stress-Strain Behavior: Measurement, Modeling and Analysis (Collection of contributions from the Geotechnical Symposium in Roma), Springer.

 Ling, H.I. and Yang, S. (2006). "A unified sand model based on critical state and generalized plasticity."  Journal of Engineering Mechanics, ASCE, 132(12), 1380-1391.

Kawabata, T., Ling, H.I., Mohri, Y., and Shoda, D. (2006). "The behavior of buried flexible pipe under high fills and design implications." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132(10), 1354-1359.

Liu, H. and Ling, H. (2006). "Modeling the monotonic and cyclic behavior of geosynthetics using mathematical function - Masing Rule and bounding surface plasticity." Geosynthetics International, 13(6), 234-245.

Liu, H., Song, E., and Ling, H.I. (2006). "Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics." Mechanics Research Communications, 33(4), 515-531.

Ling, H.I., Liu, H., and Mohri, Y. (2005).  "Parametric studies on the behavior of reinforced soil retaining walls under earthquake loading." Journal of Engineering Mechanics, ASCE, 131(10), 1056-1065.

Ling, H.I., Kaliakin, V.N., and Leshchinsky, D. (Editors, 2005) Geosynthetics and Geosynthetic-Engineered Soil Structures, Columbia University, New York, with following chapters:

Pamuk, A., Ling, H.I., Won, M-S., and Kawabata, T. (2005). "Effects of geosynthetic reinforcement on soil-pipe interaction." 109-124.
Ling, H.I. and Liu, H. (2005). "Dynamic finite element simulations of geosynthetic-reinforced soil retaining walls: validation against centrifuge test results." 125-146.
Burke, C., Ling, H.I. and Liu, H. (2005). "Seismic response analysis of three full-scale reinforced soil retaining walls."  147-170.
 Liu, H. and Ling, H.I. (2005). "Constitutive modeling of the time-dependent monotonic and cyclic behavior of geosynthetics."  281-302.
Pamuk, A., Kalkan, E., and Ling, H.I. (2005). "Structural and geotechnical impacts of surface rupture on highway structures." Soil Dynamics and Earthquake Engineering, 25(7-10), 581-589.

Ling, H.I. and Leshchinsky, D. (2005). "Failure analysis of modular-block reinforced soil walls during earthquakes." Journal of Performance of Constructed Facilities, ASCE, 19(2), 117-123.

Ling, H.I., Mohri, Y., Leshchinsky, D., Burke, C., Matsushima, K., and Liu, H. (2005). "Large-scale shaking table tests on modular-block reinforced soil retaining walls." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 131(4), 465-476.
Moss, M.L., Moss-Salentijn, L., Hasselgren, G., and Ling, H. (2005). "A quantum biological hypothesis of human secondary dentinogenesis."  Medical Hypothesis. 64, 479-486.

Ling, H.I., Liu, H., Kaliakin, V., and Leshchinsky, D. (2004) “Analyzing dynamic behavior of geosynthetic-reinforced soil retaining walls.” Journal of Engineering Mechanics, ASCE, 130(8), 911-920.

Liu, H. and Ling, H.I. (2004). "Elasto-plastic finite element parametric study of geogrid-reinforced soil retaining walls." Chinese Journal of Geotechnical Engineering, 26(5), 668-673.

Won, M.S., Ling, H.I., and Kim, Y.S. (2004). "A study of the bearing capacity of reinforced sand above flexible pipes." Journal of the Korean Geotechnical Society, 20(7), 107-117.

Won, M.S., Ling, H.I., and Kim, Y.S. (2004). "A study of the deformation of flexible pipes buried under model reinforced sand." KSCE Journal of Civil Engineering, 8(4), 377-385.

Ling, H.I., Mohri, Y., Kawabata, T., Liu, H., Burke, C., and Sun, L. (2003). "Centrifugal modeling of seismic behavior of large-diameter pipeline in liquefiable soil." Journal of Geotechnical and Geoenvironmental Engineering , ASCE, 129(12), 1092-1101. corrections

Ling, H.I., and Leshchinsky, D. (2003). “Finite element parametric studies of the behavior of segmental block reinforced soil retaining walls.” Geosynthetics International, 10(3), 77-94.

Ling, H.I. and Liu, H. (2003). "Pressure-level dependency and densification behavior of sand through a generalized plasticity model." Journal of Engineering Mechanics, ASCE, 129(8),  851-860.

Ling, H.I. and Liu, H. (2003). "Finite element studies of asphalt concrete pavement reinforced with geogrid." Journal of Engineering Mechanics, ASCE, 129(7), 801-811.

Ling, H.I., Leshchinsky, D., and Tatsuoka, F. (Editors, 2003). Reinforced Soil Engineering: Advances in Research and Practice, Marcel Dekker, Inc., NY, plus follwing Chapters:

Ling, H.I. (2003). “Application of geosynthetics in civil and environmental engineering.” 1-18.
Ling, H.I. (2003). “Unit cell testing of reinforced soils.” 37-67.
Ling, H.I. (2003). “Application of sliding block concept to geosynthetic-constructed facilities.” 95-112.
Ling, H.I. (2003). “Post earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during Ji-Ji earthquake of Taiwan.” 297-316.
Ling, H.I. (2003). “A critical review of full-scale shaking table tests conducted on reinforced soil retaining walls.” 491-510.
Ling, H.I., Yue, D., and Kaliakin, V.N. (2003). “Geosynthetic-reinforced containment dike constructed over soft foundation: numerical analysis.” 283-295.
Mohri, Y., Kawabata, T., and Ling, H.I. (2003). "Geosynthetic Reinforcement in the Mitigation of Pipeline Flotation." 237-252.

Ling, H.I., Burke, C., Y. Mohri and K. Matsushima. (2003). Shear Strength Parameters of Soil-Geosynthetic Interfaces Measured Under Very Low Confining Pressure Using a Tilting Table, Geosynthetics International, 9(4), 373-380.

Ling, H.I., Anandarajah, A., Manzari, M.T., Kaliakin, V.N., and Smyth, A. (2003). Constitutive Modeling of Geomaterials: Selected Contributions from Frank L. DiMaggio Symposium. CRC Press.

Ling, H.I., Yue, D., Kaliakin, V., and Themelis, N.J. (2002) "An Anisotropic Elasto-Plastic Bounding Surface Model for Cohesive Soils." Journal of Engineering Mechanics , ASCE, 128(7), 748-758.

Kawabata, T., Mohri, Y., and Ling, H.I. (2002). "The Field Test for Buried Flexible Pipe under High Fills", Tsuchi-to-Kiso, Monthly Journal of Japanese Geotechnical Engineering (JGS), Vol. 50, No. 11, pp. 10-12. (in Japanese with English Abstract)

Zou, D., Kong, X., Ling, H.I., and Zhu, T. (2002). "Experimental study on the uplift behavior of pipeline in saturated sand foundation and earthquake resistant measures during an earthquake." Chinese Journal of
Geotechnical Engineering, 24(3), 323-326.

Ling, H.I., Pamuk, A., Dechasakulsom, M., Mohri, Y., and Burke, C. (2001) "Interaction of PVC Geomembranes with Cohesive Soils." Journal of Geotechnical and Geoenvironmental Engineering , ASCE, Vol. 127, No. 11, 950-954.

Ling, H.I., Liu, H., Y. Mohri, and T. Kawabata (2001). "A Bounding Surface Model for Geogrid Reinforcements." Journal of Engineering Mechanics , ASCE, Vol. 127, No. 9,  pp. 963-967

Ling, H.I., Leshchinsky, D., and Chou, N.N.S. (2001). "Post-Earthquake Investigation on Several Geosynthetic-Reinforced Soil Retaining Walls and Slopes During 1999 Ji-Ji Earthquake of Taiwan." Soil Dynamics and Earthquake Engineering , Vol. 21, No. 4, 297-313.

Ling, H.I. (2001). "Recent Applications of Sliding Block Theory for Geotechnical Design." Soil Dynamics and Earthquake Engineering , Vol. 21, No.3, pp. 189-197.

Whittle, A.J. and Hoe I. Ling (2001). "Geosynthetics in Construction", in Material Encyclopedia, Elsevier.

Ling, H.I. and Liu, Z. (2001) . "Performance of Geosynthetic-Reinforced Asphalt Pavements." Journal of Geotechnical and Geoenvironmental Engineering , ASCE. Vol. 127, No.2, pp. 177-184. *

Ling, H.I., Cardany, C., Sun, L-X., and Hashimoto, H. (2000) . "Finite Element Analysis of a Geosynthetic-Reinforced Soil Retaining Wall with Concrete-Block Facing." Geosynthetics International , Vol. 7, No. 2, pp. 137-162. (reprinted in Vol. 7, No. 3, pp. 163-188)

Ling, H.I., Cheng, A.H-D., Mohri, Y., and Kawabata, T. (1999) . "Permanent Displacement of Composite Breakwater Subject to Wave Impact." Journal of Waterways, Port, Coastal and Ocean Engineering , ASCE, Vol. 125, No. 1, pp. 1-8.

Ling, H.I., Mohri, Y., and Kawabata, T. (1999) . "Seismic Stability of Sliding Wedge: Extended Francais-Culmann's Analysis." Soil Dynamics and Earthquake Engineering , Vol. 18, No. 5, pp. 387-393.

Ling, H.I., Leshchinsky, D., Mohri, Y., and Kawabata, T. (1999). "Closure to Discussion by Lee and Park, and Babu on "Estimation of Municipal Solid Waste Landfill Settlement. "" Journal of Geotechnical and Geoenvironmental Engineering , ASCE, Vol. 125, No. 8, pp. 725-726.

Ling, H.I., Leshchinsky, D., Mohri, Y., and Kawabata, T. (1998) . "Estimation of Municipal Solid Waste Landfill Settlement. " Journal of Geotechnical and Geoenvironmental Engineering , ASCE, Vol. 124, No. 1. pp. 21-28.

Ling, H.I. and Whittle, A.J. (1998). " Discussion to "Three Dimensional Finite Element Analysis of Deep Excavation, by Chang et al."" Journal of Geotechnical and Geoenvironmental Engineering , ASCE, Vol. 124, No. 5, pp. 458-459.

Ziegler, S., Leshchinsky, D., Ling, H.I., and Perry, E.B. (1998) . "Effect of Short Polymeric Fibers on Crack Development in Clays." Soils and Foundations , Vol. 38, No. 1, pp. 247-253.

Ling, H.I. and Leshchinsky, D. (1998) . "Effects of Vertical Acceleration on Seismic Design of Geosynthetic-Reinforced Soil Structures." Geotechnique , Vol. 48, No. 3, pp. 347-373.

Ling, H.I., Mohri, Y., and Kawabata, T. (1998) . "Tensile Properties of Geogrids under Cyclic Loadings." Journal of Geotechnical and Geoenvironmental Engineering , ASCE, Vol. 124, No.8, pp. 782-787.

Ling, H.I. and Leshchinsky, D. (1997) . "Seismic Stability and Permanent Displacement of Landfill Cover Systems." Journal of Geotechnical and Geoenvironmental Engineering , ASCE, Vol. 123, No. 2, pp. 113-122.

Ling, H.I. and Cheng, A. D-H. (1997) . "Rock Sliding Induced by Seismic Force." International Journal of Rock Mechanics and Mining Sciences , Vol. 34, No. 6, pp. 1021-1029.

Ling, H.I., Leshchinsky, D., and Perry, E.B. (1997) . "Seismic Design and Performance of Geosynthetic-Reinforced Soil Structures." Geotechnique , Vol. 47, No. 5, pp. 933-952.

Ling, H.I., Leshchinsky, D., and Mohri, Y. (1997) . "Soil Slopes under Combined Horizontal and Vertical Seismic Accelerations." Earthquake Engineering and Structural Dynamics , Vol. 26, pp. 1231-1241.

Ling, H.I., Leshchinsky, D., and Tatsuoka, F. (1997) . "Stress-Confinement Effect of Nonwoven Geotextile on Design of Reinforced Soil Retaining Wall." Soils and Foundations , Vol. 37, No. 4, pp. 121-126.

Leshchinsky, D., Dechasakulsom, M., Kaliakin, V.N., and Ling, H.I. (1997) . "Creep and Stress Relaxation of Geogrids" Geosynthetics International , Vol. 4, No. 5, pp. 463-479.

Leshchinsky, D., Leshchinsky, O., Ling, H.I., and Gilbert, P.A. (1996) . "Geosynthetic Tubes for Confining Pressurized Slurry: Some Design Aspects." Journal of Geotechnical Engineering , ASCE, Vol. 122, No. 8, pp. 682-690.

Ling, H.I. and Tatsuoka, F. (1996) . "Effects of Stress Ratio on Behavior of Quasi-Preconsolidation Compacted Clay under Plane Strain Compression." Measuring and Modeling Time-Dependent Soil Behavior , Sheahan and Kaliakin, eds., ASCE, pp. 151-165.

Ling, H.I. (1995). "Discussion on the Paper by Meggoda, J.N. and Rajapakse, Short-Term and Long-Term Permeabilities of Contaminated Clays." Journal of Environmental Engineering , ASCE, Vol. 121, No. 4, 363-364.

Ling, H.I., Tatsuoka, F., and Tateyama, M. (1995) . "Simulating The Performance of GRS-RW by Finite Element Procedure." Journal of Geotechnical Engineering , ASCE, Vol. 121, No. 4, pp. 330-340.

Min, Y., Leshchinsky, D., Ling, H.I., and Kaliakin, V.N. (1995) . "Effects of Sustained and Repeated Loads on Geogrid Embedded in Sand." Geotechnical Testing Journal, ASTM , Vol. 18, No. 2, pp. 204-225.

Ling, H.I. and Leshchinsky, D. (1995) . "Seismic Performance of Simple Slopes." Soils and Foundations , Tokyo, Japan, Vol. 35, No. 2, pp. 85-94.

Leshchinsky, D., Ling, H.I., and Hanks, G. (1995) . "Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls" Geosynthetics International , Vol. 2, No. 5, pp. 845-881.

Ling, H.I. and Tatsuoka, F. (1994) . "Performance of Anisotropic Geosynthetic-Reinforced Cohesive Soil Mass." Journal of Geotechnical Engineering , ASCE, Vol. 120, No. 7, pp. 1166-1184.

Ling, H.I. (1994). "Discussion on Behavior of Fiber-Reinforced Cemented Sand Under Static and Cyclic Loads by Maher, M.H. and Ho, Y.C." Geotechnical Testing Journal , ASTM , Vol. 17, No. 2, pp. 254-255.

Ling, H.I., Tatsuoka, F., and Wu, J.T.H. (1993) . "Hydraulic Conductivity of Geotextiles under Typical Operational Conditions." Journal of Geotextiles and Geomembranes , Vol. 12, No. 6, pp. 509-542.

Ling, H.I., Wu, J.T.H., and Tatsuoka, F. (1992) . "Short-Term Strength and Deformation Characteristics of Geotextiles under Typical Operational Conditions." Journal of Geotextiles and Geomembranes , Vol. 11, No. 2, pp. 185-219.

Ling, H.I., Tatsuoka, F., and Wu, J.T.H. (1992). "Discussion on Paper by Huang, A-B., Holtz, R.D., and Wilcox, A.M., Effects of Back Pressure on Geotextile Transmissivity Tests." Geotechnical Testing Journal, ASTM , Vol. 15, No. 3, pp. 305-307.

Tatsuoka, F., Murata, O., Tateyama, M., Nakamura, K., Tamura, Y., Ling, H.I., Iwasaki, K., and Yamauchi, H. (1991) . "Reinforcing Steep Slopes with a Nonwoven Geotextile." Performance of Reinforced Soil Structures , Thomas Telford, U.K., pp. 141-146.

Ling, H.I., Tatsuoka, F., and Wu, J.T.H. (1990) . "Measuring In-Plane Hydraulic Conductivity of Geotextiles." Geosynthetic Testing for Waste Containment Application, R.M. Koerner, Editor, Special Technical Publication 1081, American Society for Testing and Materials (ASTM) , Philadelphia, pp. 257-272.

Tatsuoka, F., Yamauchi, H., Tamura, Y., and Ling, H.I. (1989) . "Study into Reinforcing Method of Steep Clay Slopes by Means of Test Embankments." Tsuchi-to-Kiso, Monthly Journal of Japanese Society of Soil Mechanics and Foundation Engineering (JSSMFE), Vol. 37, No. 11, Nov., pp. 49-54. (in Japanese with English Abstract)

Feb.,  2019