| # | Document title | Authors | Year | Source | Cited by |
| 1 | Local Site Investigation of Liquefied Soils Caused by Earthquake in Northern Thailand | Mase L.Z., Mase L.Z., Likitlersuang S., Tobita T., Chaiprakaikeow S., Soralump S. | 2020 | Journal of Earthquake Engineering
24(7),pp. 1181-1204 | 37 |
| 2 | Rain-triggered landslide hazards and mitigation measures in Thailand: From research to practice | Fowze J., Bergado D., Soralump S., Voottipreux P., Dechasakulsom M. | 2012 | Geotextiles and Geomembranes
30,pp. 50-64 | 32 |
| 3 | Thermal consolidation of soft Bangkok clay | Abuel-Naga H., Bergado D., Soralump S., Rujivipat P. | 2005 | Lowland Technology International
7(1),pp. 13-21 | 26 |
| 4 | New and economical mixing method of cement-admixed clay for DMM application | Lorenzo G., Bergado D., Soralump S. | 2006 | Geotechnical Testing Journal
29(1),pp. 54-63 | 23 |
| 5 | Cyclic pore water pressure generation and stiffness degradation in compacted clays | Soralump S., Prasomsri J. | 2016 | Journal of Geotechnical and Geoenvironmental Engineering
142(1) | 19 |
| 6 | Some applications of unsaturated soil mechanics in Thailand: An appropriate technology approach | Mairaing W., Jotisankasa A., Soralump S. | 2012 | Geotechnical Engineering
43(1),pp. 1-11 | 17 |
| 7 | Determining shrinkage cracks based on the small-strain shear modulus-suction relationship | Shrestha A., Jotisankasa A., Chaiprakaikeow S., Pramusandi S., Soralump S., Nishimura S. | 2019 | Geosciences (Switzerland)
9(9) | 14 |
| 8 | Centrifuge modeling of LNAPL infiltration in granular soil with containment | Kererat C., Sasanakul I., Soralump S. | 2013 | Journal of Geotechnical and Geoenvironmental Engineering
139(6),pp. 892-902 | 13 |
| 9 | Rainfall-triggered landslide: From research to mitigation practice in Thailand | Soralump S. | 2010 | Geotechnical Engineering
41(1) | 12 |
| 10 | Assessing the effect of predicted climate change on slope stability in northern thailand: A case of doi pui | Chaithong T., Chaithong T., Soralump S., Pungsuwan D., Komori D. | 2017 | International Journal of GEOMATE
13(38),pp. 38-48 | 10 |
| 11 | BEHAVIOR OF BEARING CAPACITY ON PILE FOUNDATION DURING FLUCTUATING GROUNDWATER LEVEL | Intui S., Soralump S., Inazumi S. | 2022 | International Journal of GEOMATE
22(90),pp. 24-31 | 5 |
| 12 | APPLICATION OF CENTRIFUGE MODEL TESTS TO SETTLEMENT BEHAVIOR UNDER GROUNDWATER RECOVERY | Intui S., Soralump S., Inazumi S., Shishido K.I. | 2021 | International Journal of GEOMATE
21(84),pp. 34-40 | 3 |
| 13 | Possibility of impervious coating for the geotechnical reuse of soil and solid waste | Inazumi S., Shishido K.I., Soralump S. | 2019 | Environmental Geotechnics
8(5),pp. 324-333 | 3 |
| 14 | Assessment of potassium silicate based surface penetration materials with low viscosity in the repair of concrete structures | Inazumi S., Inazawa T., Soralump S., Saiki O., Matsumoto H. | 2017 | International Journal of GEOMATE
12(29),pp. 163-170 | 3 |
| 15 | Penetration behavior of chemical grouting considering ground uncertainty | Shishido K., Hashida H., Inazumi S., Soralump S. | 2018 | International Journal of GEOMATE
14(45),pp. 22-27 | 2 |
| 16 | Damages and causative factors of 2015 strong Nepal Earthquake and directional movements of infrastructures in the Kathmandu Basin and along the Araniko Highway | Manandhar S., Hino T., Soralump S., Francis M. | 2016 | Lowland Technology International
18(2),pp. 141-164 | 2 |
| 17 | Estimation of failure surface of Pa Bon dam from site investigation | Panthi K., Soralump S. | 2020 | Jordan Journal of Civil Engineering
14(1),pp. 97-107 | 2 |
| 18 | Cyclic drawdown of water causing the slope failure of canal and dam | Soralump S., Noppadol P.W., Panthi K., Sanmuang J. | 2020 | 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2019
| 2 |
| 19 | Assessment of the upstream slope failure of a dam due to repeated cyclic drawdown | Soralump S., Panthi K., Prempramote S. | 2021 | Soils and Foundations
61(5),pp. 1386-1398 | 2 |
| 20 | Centrifuge modeling of LNAPL migration with a soil-cement barrier in case of flow and no-flow conditions | Kererat C., Sasanakul I., Soralump S. | 2012 | Geotechnical Special Publication
(225 GSP),pp. 3513-3522 | 2 |
| 21 | Centrifuge simulation of LNAPL transportation in sand deposits with containment under flow and no-flow conditions | Kererat C., Soralump S., Sasanakul I. | 2013 | ScienceAsia
39(5),pp. 527-534 | 2 |
| 22 | Effect of the molar ratio of liquid glass grouting agents on mechanical characteristics of the solidified soils | Inazumi S., Shang H.M., Soralump S., Nakagishi Y., Miyatani Y., Mori Y., Okuno Y. | 2014 | International Journal of GEOMATE
7(1),pp. 985-992 | 2 |
| 23 | A simulation of surface runoff and infiltration due to torrential rainfall based on field monitoring results at a slope comprising weathered granite | Ohtsu H., Masuda H., Kitaoka T., Takahashi K., Yabe M., Soralump S., Maeda Y. | 2015 | Geotechnical Engineering
46(1),pp. 12-21 | 2 |
| 24 | Rain-triggered landslides mitigations using construction methods with geosynthetics | Bergado D., Artidteang S., Soralump S. | 2014 | 10th International Conference on Geosynthetics, ICG 2014
| 2 |
| 25 | Evaluation of Land Subsidence during Groundwater Recovery | Intui S., Inazumi S., Soralump S. | 2022 | Applied Sciences (Switzerland)
12(15) | 2 |
| 26 | Sustainability of Soil/Ground Environment under Changes in Groundwater Level in Bangkok Plain, Thailand | Intui S., Inazumi S., Soralump S. | 2022 | Sustainability (Switzerland)
14(17) | 1 |
| 27 | Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant | Soralump S., Shrestha A., Jotisankasa A., Thongthamchart C., Isaroran R. | 2021 | Geotextiles and Geomembranes
| 1 |
| 28 | Landslide risk management of Patong City, Phuket, Thailand | Soralump S., Pungsuwan D., Chantasorn M., Inmala N., Alambepola N. | 2011 | 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
| 1 |
| 29 | Influence of uncertainty in soil parameters to factor of safety along Mekong riverbank | Thongchart S., Sooksatra V., Soralump S. | 2008 | Geotechnical Engineering
39(1),pp. 37-48 | 1 |
| 30 | Weak Plane Failure of Phyllitic Sandstone: Back Analysis for Slope Stabilization and the Use of Probabilistic Approach for Design Optimization | Soralump S., Isaroran R., Yangsanphu S. | 2019 | Geotechnical and Geological Engineering
37(4),pp. 2315-2324 | 1 |
| 31 | Assessment of landslide susceptibility area using RS and GIS in Krabi | Kittipakawat P., Soralump S., Sharp A., Karnjana J., Matsuoka M. | 2018 | GMSARN International Journal
12(4),pp. 181-188 | 1 |
| 32 | Innovations in the improvements of soft Bangkok clay using prefabricated vertical drains and deep cement mixing (DCM) | Bergado D.T., Manandhar S., Soralump S., Hino T. | 2020 | Lowland Technology International
22(1),pp. 93-112 | 1 |
| 33 | Study of vcm improved soft soil properties using non-destructive and destructive techniques | Alditra D.F., Chaiprakaikeow S., Soralump S. | 2020 | Geosciences (Switzerland)
10(8),pp. 1-15 | 1 |
| 34 | Liquefaction susceptibility assessment using geotechnical and geological manners of northern Thailand | Kusumahadi Y., Soralump S., Jinagoolwipat M. | 2020 | International Journal of Geotechnical Earthquake Engineering
11(2),pp. 50-71 | 0 |
| 35 | A study on characteristics of fine particle distribution at cut slope and fill slope comprising weathered granite | Ohtsu H., Thirapong P., Kitaoka T., Ito S., Yabe M., Soralump S. | 2018 | Zairyo/Journal of the Society of Materials Science, Japan
67(3),pp. 346-353 | 0 |
| 36 | Correlation between Engineering Properties of Bangkok Clay and Penetration Resistance of Screw Driving Sounding (SDS) | Shah A., Soralump S. | 2022 | Civil Engineering and Architecture
10(4),pp. 1480-1493 | 0 |
| 37 | Assessment of landslide behaviour in colluvium deposit at Doi Chang, Thailand | Soralump S., Shrestha A., Thowiwat W., Sukjaroen R., Chaithong T., Yangsanphu S., Koirala A., Jotisankasa A. | 2021 | Scientific Reports
11(1) | 0 |
| 38 | Modeling impact of future climate on stability of slope based on general circulation model | Soralump S., Chaithong T. | 2017 | Geotechnical Engineering
48(1),pp. 109-116 | 0 |
| 39 | A study on moisture infiltration of subsoil in a slope due to tropical rainfall | Ohtsu H., Hotta Y., Soralump S., Niimura T. | 2010 | Zairyo/Journal of the Society of Materials Science, Japan
59(3),pp. 192-198 | 0 |
| 40 | Deterministic modeling of rain-triggered landslides: A case study in Nan Province, Thailand | Fowze J., Bergado D., Samarakoon L., Voottripruex P., Soralump S., Jotisankasa A. | 2011 | 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
| 0 |
| 41 | Some applications of unsaturated soil mechanics in Thailand: An appropriate technology approach | Mairaing W., Jotisankasa A., Soralump S. | 2012 | 5th Asia-Pacific Conference on Unsaturated Soils 2012
1,pp. 44-57 | 0 |
| 42 | Preface | Jotisankasa A., Sawangsuriya A., Soralump S., Mairaing W. | 2012 | 5th Asia-Pacific Conference on Unsaturated Soils 2012
1 | 0 |
| 43 | Life cycle assessment on recycling of construction sludges in geotechnical engineering fields | Inazumi S., Soralump C., Soralump S., Ohtsuka S., Nakagishi Y. | 2015 | International Journal of GEOMATE
9(2),pp. 1553-1566 | 0 |
| 44 | Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme | Soralump S., Koirala N., Phakdimek S. | 2022 | Geosynthetics International
| 0 |
| 45 | ANALYSIS OF COMPLEX FOUNDATION ON HISTORICAL PAGODA IN THAILAND USING 3D FINITE ELEMENT METHOD | Pratama G.A.P., Amornfa K., Mairaing W., Soralump S. | 2022 | International Journal of GEOMATE
23(98),pp. 125-135 | 0 |