حسنی پاک ع ا، "زمین آمار (ژئواستاتیستیک)"، انتشارات دانشگاه تهران، چاپ چهارم، 1392، 314.
داودی م، "مطالعات ریزپهنهبندی ژئوتکنیک لرزهای"، پروژه ارتباط با صنعت دانشگاه، پژوهشگاه بینالمللی زلزلهشناسی و مهندسی زلزله، 1389.
طهمورث م، جعفری م، نقیلو م، "بررسی روشهای درونیابی مکانی و ابزار GIS جهت آنالیز مکانی کیفیت و آلودگی آبهای زیرزمینی (مطالعه موردی: دشت اشتهارد، استان البرز)"، اولین همایش ملّی بیابان، تهران، مرکز تحقیقات بینالمللی بیابان دانشگاه تهران، ۱۳۹۱.
عسکری ف، کسایی م، "ارزیابی پتانسیل روانگرایی در بخشی از نواحی جنوب شرقی تهران"، نشریه دانشکده فنی، جلد 37، شماره 2، 1382.
کاردان مقدم ح، خاشعیسیوکی ع، "پهنهبندی در علوم آب با استفاده از زمینآمار"، انتشارات قدس رضوی، چاپ اول، 1392، 112.
کنگی ع، خطیبی د، "ارزیابی پتانسیل روانگرایی شهر کرمان براساس آزمایش نفوذ استاندارد (SPT)"، فصلنامه زمینشناسی کاربردی، 8 (1)، 73-82، 1391.
محمدی ع، ارومیهای ع، مرادی هرسینی ک، و قنواتی ن، "ارزیابی خطر نسبی روانگرایی متأثر از زلزله در نوار ساحلی استان بوشهر (منطقه پارس جنوبی)"، سی و یکمین همایش علوم زمین، تهران، سازمان زمینشناسی و اکتشافات معدنی کشور، ۱۳۹۱.
معروف م ع، بلوری بزاز ج، و رضازاده عیدگاهی د، "بررسی پتانسیل وقوع روانگرایی در بستر سدها"، هشتمین همایش انجمن زمینشناسی مهندسی و محیط زیست ایران، دانشگاه فردوسی مشهد، 1392.
میرموسوی س ح، مزیدی ا، و خسروی ی، "تعیین بهترین روش زمینآمار جهت تخمین توزیع بارندگی با استفاده از GIS (مطالعه موردی: استان اصفهان)"، فضای جغرافیایی، 10 (30)، 1389، 120-105.
Alba PD, Baldwin K, Janoo V, Roe G, Celikkol B, “Elastic-wave velocities and liquefaction potential”, 1984.
Andrus RD, Stokoe KH, “Liquefaction resistance based on shear wave velocity”, In Technical Report NCEER US National Center for Earthquake Engineering Research (NCEER), 1997, 97, 89-128.
Andrus RD, Stokoe KH, Chung RM, “Draft guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures”, US Department of Commerce, Technology Administration, National Institute of Standards and Technology, 1999, 140.
Andrus RD, “In situ characterization of gravelly soils that liquefied in the 1983 Borah Peak earthquake”, Ph.D. Dissertation, The Univ. of Texas at Austin, 1994, 533.
ArcGIS10.2, User’s manual. ArcGIS. Redlands, California, United Sate of America, 2013.
Bierschwale JG, “Analytical evaluation of liquefaction potential of sands subjected to the 1981 Westmorland earthquake”, Geotechnical Engineering Center, Civil Engineering Department, University of Texas at Austin, 1984.
Dobry R, Stokoe KH, Ladd RS, Youd TL, “Liquefaction susceptibility from S-wave velocity. In Proc. In-Situ Tests to Evaluate Liquefaction Susceptibility”, ASCE National Convention, 1981.
Dobry R, “Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method”, Department of Commerce, National Bureau of Standards, 1982, 138.
Hynes ME, “Pore pressure generation characteristics of gravel under undrained cyclic loading”, University of California, Berkeley, 1988, 1.
Ishihara K, “Evaluation of liquefaction potential and consequent deformations in sand fills”, In Proceedings of the Workshop on Seismic Issues, Port of Los Angeles, CA, 1990.
Iwasaki T, Tatsuoka F, Tokida KI, Yasuda S, “A practical method for assessing soil liquefaction potential based on case studies at various sites in Japan”, In Proc., 2nd Int. Conf. on Microzonation Washington, DC: National Science Foundation, 1978, 885-896.
Iwasaki T, Tokida K, Tatsuoka F, Watanabe S, Yasuda S, Sato H, “Microzonation for soil liquefaction potential using simplified methods”, In Proceedings of the 3rd international conference on microzonation, 1982, 3, 1310-1330.
Kayabali K, “Soil liquefaction evaluation using shear wave velocity”, Engineering Geology, 1996, 44 (1), 121-127.
Kayen RE, Mitchell JK, Seed RB, Lodge A, Nishio SY, Coutinho R, “Evaluation of SPT-, CPT-, and shear wave-based methods for liquefaction potential assessment using Loma Prieta data”, InTechnical Report NCEER US National Center for Earthquake Engineering Research (NCEER), 1992, 1, 177-204.
Lodge AL, “Shear wave velocity measurements for subsurface characterization”, Ph.D. Dissertation, University of California, Berkeley, 1994.
Lodi SH, Sultan W, Bukhary SS, Rafeeqi SFA, “Liquefaction potential along the coastal regions of Karachi”, Journal of Himalayan Earth Sciences, 2005, 48 (1), 89-98.
Rakesh K, Rao GRS, Prasad DSV, “Seismic soil liquefaction susceptibility assessment of District Krishna, Andhra Pradesh”, IJAR, 2016, 2 (2), 477-482.
Rashidian M, “Undrained Shearing Behavior of Gravelly Sands and its Relation with Shear Wave Velocity”, (Doctoral dissertation, Thesis, Geoteh. Engrg. Lab, Dept. of Civil Engrg. Univ. of Tokyo, Japan), 1995.
Robertson PK, Woeller DJ, Finn WDL, “Seismic cone penetration test for evaluating liquefaction potential under cyclic loading”, Canadian Geotechnical Journal, 1992, 29 (4), 686-695.
Rollins KM, Diehl NB, Weaver TJ, “Implications of V s-BPT (N1) 6 0 Correlations for Liquefaction Assessment in Gravels”, In Geotechnical Earthquake Engineering and Soil Dynamics III, ASCE, 1998, 506-517.
Sana H, Nath SK, "Liquefaction potential analysis of the Kashmir valley alluvium, NW Himalaya”, Soil Dynamics and Earthquake Engineering, 2016, 11-18.
Seed HB, Idriss IM, “Simplified procedure for evaluating soil liquefaction potential”, Journal of Soil Mechanics & Foundations Div, 1971.
Seed HB, Idriss IM, Arango I, “Evaluation of liquefaction potential using field performance data”, Journal of Geotechnical Engineering, 1983, 109 (3), 458-482.
Sharma B, Chetia M, “Deterministic and probabilistic liquefaction potential evaluation of Guwahati city”, Japanese Geotechnical Society Special Publication, 2016, 2 (22), 823-828.
Singh NK, Jawaid SA, “A SPT Based Evaluation of Liquefaction Potential of Rapti Main Canal in District Balrampur”, Global Journal for Research Analysis, 2016, 4 (11).
Stokoe KH, Roesset JM, Bierschwale JG, Aouad M, August, “Liquefaction potential of sands from shear wave velocity”, InProceedings, 9nd World Conference on Earthquake, 1988, 13, 213-218.
Tatsuoka F, Iwasaki, T, Tokida K, Yasuda S, “Standard penetration tests and soil liquefaction tests and soil liquefaction potential evaluation”, Soils and Foundations, 1980, 20 (4).
Terzaghi K, “Principles of soil mechanics, IV- Settlement and consolidation of clay”, Engineering News-Record, 1925, 95 (3), 874-878.
Thoithoi L, Dubey CS, Ningthoujam PS, Shukla DP, Singh RP, Naorem SS, “Liquefaction potential evaluation for subsurface soil layers of Delhi region”, Journal of the Geological Society of India, 2016, 88 (2), 147-150.
Tokimatsu K, Uchida, A, “Correlation between Liquefaction Resistance and Shear Wave Velocity”, Soils and Foundations, 1990, 30 (2), 33-42.
Tokimatsu K, Tamura S, Kuwayama S, “Liquefaction potential evaluation based on Rayleigh wave investigation and its comparison with field behavior”, Proc. Second Int. Conf. on Recent Advances in Geotech. Earthquake Engrg. And Soil Dyn S, Parakash Ed, 11-15 Mar, St. Louis, MO, Univ. of Missouri at Rolla, I, 1991, 357-364.
Youd TL, Idriss IM, Andrus RD, Arango I, Castro, G, Christian JT, Dobry R, Finn WL, Harder Jr LF, Hynes ME, and Ishihara K, “Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils”, Journal of geotechnical and geoenvironmental engineering, 2001, 127 (10), 817-833.
)