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TRONG NƯỚC:
[1]Bài báo: Analysis of single pile ultimate lateral resistance under horizontal ground movement using RPFEM. Tác giả: Pham N. Quang*, Pham N. Vinh, Hoang P. Hoa. The University of Danang - Journal of Science and Technology. Số: Vol. 23, No. 6A, 2025. Trang: 23-28. Doi:10.31130/ud-jst.2025.23(6A).036E. Năm 2025. (Apr 2 2025 11:08AM)
[2]Bài báo: Estimation of ultimate bearing capacity of strip footings on cohesive-frictional soils using non-linear shear strength model. Tác giả: Pham N. Quang*, Pham N. Vinh. The University of Danang - Journal of Science and Technology, ISSN: 1859-1531. Số: Vol. 22, No. 6A, 2024. Trang: 29-34. https://doi.org/10.31130/ud-jst.2024.187E. Năm 2024. (May 4 2024 10:35AM)
[3]Bài báo: Safety Factor Analysis of Natural Slopes Using Rigid Plastic Finite Element Method (RPFEM). Tác giả: Pham N. Quang*, Pham N. Vinh. The University of Danang - Journal of Science and Technology, ISSN: 1859-1531. Số: Vol. 22, No. 12, 2024. https://doi.org/10.31130/ud-jst.2024.428E. Trang: 49-54. Năm 2024. (Nov 12 2024 10:51AM)
[4]Bài báo: Effect of footing roughness on ultimate bearing capacity of rigid strip footing on sandy soil slope. Tác giả: Pham N. Quang*, and Pham N. Vinh. The University of Danang - Journal of Science and Technology, ISSN: 1859-1531. Số: Vol. 21, No. 12.1, 2023. Trang: 22-27. https://doi.org/10.31130/ud-jst.2023.472E. Năm 2023. (Oct 17 2023 3:08PM)
[5]Bài báo: Effect of foundation surface roughness on ultimate bearing capacity of an eccentrically loaded foundation. Tác giả: Pham N. Vinh, Pham N. Quang*, Hoang Thang. The University of Danang - Journal of Science and Technology, ISSN: 1859-1531. Số: Vol. 21, No. 12.1, 2023. Trang: 28-33. https://doi.org/10.31130/ud-jst.2023.582E. Năm 2023. (Dec 6 2023 8:35AM)
QUỐC TẾ:
[1]Article: Undrained Bearing Capacity of Shallow Foundations on Clay Slopes under Eccentric Loading: using A No-tensile Strength Analysis. Authors: Pham N. Quang*, Pham N. Vinh. International Journal of Civil Engineering (SCIE-Q2). https://doi.org/10.1007/s40999-025-01154-5. No: Vol. 23 (12), 2025. Pages: 2449-2469. Year 2025. (Jul 26 2025 12:39PM)
[2]Article: Undrained Failure Envelope (V-H-M) of Rigid Strip Footings on Clayey Soil Slopes under Eccentric and Inclined Loads. Authors: Pham N. Quang*, Ohtsuka Satoru, Isobe Koichi, Pham N. Vinh, Hoang P. Hoa. Arabian Journal for Science and Engineering (SCIE-Q1). No: Vol. 50. Pages: 1-28. https://doi.org/10.1007/s13369-025-10304-9. Year 2025. (May 5 2025 9:31AM)
[3]Article: Structural behavior of steel-truss diagonal tension members strengthened with CFRP sheets. Authors: Ngoc Vinh Pham*, Kazuo Ohgaki, Takeshi Miyashita, Masafumi Hattori, Yuya Hidekuma, Ngoc Quang Pham. Journal of Constructional Steel Research (SCIE-Q1). No: 227 (2025) 109319. Pages: 1-21. Year 2025. (Feb 1 2025 3:35PM)
[4]Article: Undrained bearing capacity of strip footing on clayey soil subjected to combined eccentric and inclined loads. Authors: Pham N. Quang*, Ohtsuka Satoru, and Pham N. Vinh. The 5th International Conference on Geotechnics for Sustainable Infrastructure Development - Geotec Hanoi 2023. No: 5. Pages: 2171-2184. https://doi.org/10.1007/978-981-99-972. Year 2024. (Apr 25 2023 8:59AM)
[5]Article: Experimental study on strengthening steel-truss bridge diagonal members using carbon-fibre-reinforced polymer bonding methods. Authors: Pham Ngoc Vinh*, Kazuo Ohgaki, Takeshi Miyashita, Pham Ngoc Quang. Advances in Structural Engineering (SCIE-Q1). No: 13694332241281545. Pages: 1-23. Year 2024. (Sep 8 2024 10:55AM)
[6]Article: Analyzing bearing capacity of a shallow foundation on cohesion-less soils under combined loads. Authors: Pham Ngoc Quang*, Pham Ngoc Vinh, and Hoang Phuong Hoa. The 9th scientific conference on "Applying new Technology in Green Buildings, The ATiGB 2024". No: 9. Pages: 32-37. Year 2024. (Aug 31 2024 6:08PM)
[7]Article: Ultimate bearing capacity of strip footings on c-φ soil subjected to combined eccentric and inclined loading. Authors: Pham N. Quang*, Ohtsuka Satoru, Isobe Koichi, and Hoang P. Hoa. The 4th International Conference on Transportation Infrastructure and Sustainable Development (TISDIC-2023). No: 4. Pages: 1-12. Doi:10.1088/1757-899X/1289/1/012088. Year 2023. (Apr 22 2023 3:46PM)
[8]Article: Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading. Authors: Pham N. Quang*, Ohtsuka Satoru, Koichi Isobe, Pham N. Vinh, and Hoang P. Hoa. Computers and Geotechnics (ISSN: 0266-352X, SCIE-Q1: IF=5.3). https://doi.org/10.1016/j.compgeo.2023.105652. No: 162 (10). Pages: 1-19. Year 2023. (Apr 21 2023 8:00PM)
[9]Article: Numerical Investigation on Bearing Capacity of Strip Footing on Sandy Soils under Eccentrically Inclined Load. Authors: Pham N. Quang and Ohtsuka Satoru. Proceedings of the 2nd Vietnam Symposium on Advances in Offshore Engineering - Energy and Geotechnics: VSOE 2021 (Indexed Scopus). No: 2 (37), https://doi.org/10.1007/978-981-16-7735-9_37. Pages: 333-341. Year 2022. (Dec 1 2021 4:22PM)
[10]Article: Limit Load Space of Rigid Strip Footing on Cohesive-Frictional Soil Subjected to Eccentrically Inclined Load. Authors: Pham N. Quang*, Ohtsuka Satoru, Isobe Koichi, and Fukumoto Yutaka. Computers and Geotechnics (ISSN:0266-352X, SCIE-Q1: IF=5.3). https://doi.org/10.1016/j.compgeo.2022.104956. No: 151(2):104956. Pages: 1-15. Year 2022. (May 3 2022 10:10AM)
[11]Article: Ultimate Bearing Capacity of Rigid Footing on Two-layered Soils of Sand-Clay. Authors: Pham N. Quang*, Ohtsuka Satoru. International Journal of Geomechanics (ASCE) (SCIE-Q1-IF=3.918), Doi: 10.1061/(ASCE)GM.1943-5622.0002095. No: 21 (7). Pages: 04021115 (1-15). Year 2021. (Mar 8 2021 9:53PM)
[12]Article: Consideration on limit load space of footing on various soils under eccentric vertical load. Authors: Pham N. Quang*, Ohtsuka Satoru, Isobe Koichi, Fukumoto Yutaka, and Hoshina Takashi. 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Torino-Italy. No: Doi: 10.1007/978-3-030-64518-2_10. Pages: 75-84. Year 2021. (Jun 8 2019 2:38PM)
[13]Article: Ultimate bearing capacity of rigid footing on sandy soil under eccentrically inclined load. Authors: Pham N. Quang, Ohtsuka Satoru, Isobe Koichi, Fukumoto Yutaka. 55th Japan National Conference on Geotechnical Engineering. No: Vol. 55. Pages: 1-2. Year 2020. (Feb 6 2020 12:04PM)
[14]Article: Limit load space of rigid footing under eccentrically inclined load. Authors: Pham N. Quang*, Ohtsuka Satoru, Isobe Koichi, Fukumoto Yutaka. Soils and Foundations (ISSN: 0038-0806, SCIE-Q1-IF=3.7), DOI.10.1016/j.sandf.2020.05.004. No: 60 (4). Pages: 811-824. Year 2020. (Sep 16 2019 8:56AM)
[15]Article: Numerical analyses for ultimate bearing capacity formula of intermediate soil ground in consideration of scale effect of foundation. Authors: Huynh A. Dung, Pham N. Quang, Ohtsuka Satoru, Fukumoto Yutaka, Hoshina Takashi. 54th Japan National Conference on Geotechnical Engineering. No: Vol. 54. Pages: 1149-1150. Year 2019. (Feb 9 2019 11:51AM)
[16]Presentations: Ultimate Bearing Capacity of Rigid Footing on Sandy Soils for Eccentrically Inclined Load. Authors: Pham Ngoc Quang, Ohtsuka Satoru, and Fukumoto Yutaka. 国際会議 4th STI-Gigaku2019. Pages: 1-2. Year 2019. (Sep 2 2019 9:19AM)
[17]Article: Effect of ground movement direction on ultimate lateral resistance of line alignment piles in clay. Authors: Quang N.Pham*, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto. Transaction on GIGAKU 6(1) (2019) 06003/1-8. No: Vol.6 No.1, May 2019. Pages: 22-29. Year 2019. (May 13 2019 12:12PM)
[18]Article: Bearing Capacity of Footing Resting on Sand for Eccentric Vertical Load. Authors: Quang N. Pham*, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto. The 4th International Conference on Geotechnics for Sustainable Infrastructure Development - Geotec Hanoi 2019. No: Doi.org/10.1007/978-981-15-2184-3_148, Vol.4. Pages: 1135-1142. Year 2019. (Jun 5 2019 8:52PM)
[19]Article: Examination on applicability of ultimate bearing capacity formula by taking account of size effect of footing. Authors: Satoru Ohtsuka, Dung A.Huynh, Quang N.Pham. 22nd Applied Mechanics Symposium, Japan Society of Civil Engineers. No: 65. Pages: 353-354. Year 2019. (Apr 1 2019 10:16AM)
[20]Article: Ultimate bearing capacity of rigid footing on sandy soil against eccentric vertical load. Authors: PHAM N. Quang*, OHTSUKA Satoru, FUKUMOTO Yutaka, HOSHINA Takashi. 54th Japan National Conference on Geotechnical Engineering. No: Vol. 54. Pages: 1187-1188. Year 2019. (Feb 9 2019 11:46AM)
[21]Article: Ultimate bearing capacity of rigid footing under eccentric vertical load. Authors: Pham N. Quang*, Ohtsuka Satoru, Isobe Koichi, Fukumoto Yutaka, Hoshina Takashi. Soils and Foundations (ISSN: 0038-0806, SCIE-Q1-IF=3.7), DOI:10.1016/j.sandf.2019.09.004. No: Vol. 59 (6). Pages: 1980-1991. Year 2019. (Mar 19 2019 8:59PM)
[22]Article: Ultimate lateral resistance of pile group in clayey soils against various direction of ground movement. Authors: Quang N.PHAM, Satoru OHTSUKA, Koichi ISOBE, Yutaka FUKUMOTO. Proceedings of the 1st Vietnam Symposium on Advances in Offshore Engineering - Energy and Geotechnics: VSOE 2018 (Scopus Indexed). No: VSOE 2018, LNCE 18. DOI: 10.1007/978-981-13-2306-5_57. Pages: 408-414. Year 2018. (Feb 12 2018 2:07PM)
[23]Article: Group effect on ultimate lateral resistance of piles against uniform ground movement. Authors: Quang N.Pham*, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto. Soils and Foundations (ISSN: 0038-0806, SCIE-Q1-IF=3.7), DOI.10.1016/j.sandf.2018.08.013. No: Vol.59 (1). Pages: 27-40. Year 2018. (May 8 2018 8:02AM)
[24]Article: Group effect on ultimate lateral resistance of piles against uniform ground movement.
. Authors: Quang N.Pham*, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto. 53rd Japan National Conference on Geotechnical Engineering. Vol.53. No: Vol.53.8. Pages: 1359-1360. Year 2018. (Mar 3 2018 9:21PM)
[25]Presentations: Effect of ground movement direction on ultimate lateral resistance of line alignment piles in clay. Authors: Quang N.Pham*, Satoru Ohtsuka, and Yutaka Fukumoto. The 7th International GIGAKU Conference in Nagaoka. Pages: 57. Year 2018. (Oct 7 2018 8:30PM)
[26]Presentations: Numerical method for active earth pressure of retaining wall under static and seismic condition. Authors: Kazunori MIZUNO, Muneharu MAEDA, Satoru OHTSUKA, Quang N. PHAM. 2nd STI-Gigaku(International Gigaku Conference in Nagaoka) Japan. Pages: 123. Year 2017. (Oct 6 2017 1:56PM)
[27]Article: Grouping effect on ultimate lateral resistance of piles in clayey soils. Authors: Quang N.Pham*, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto. 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics, Wuhan-China, October, 2017. No: Vol.15. Pages: 153-161. Year 2017. (Sep 17 2017 7:34PM)
[28]Presentations: Estimation of ultimate lateral resistance of pile groups in clayey soils owing to horizontal ground movement. Authors: Quang N.Pham*, Satoru Ohtsuka, Yutaka Fukumoto. 2nd STI-Gigaku(International Gigaku Conference in Nagaoka)-Japan. Pages: 105. Year 2017. (Sep 17 2017 7:40PM)
  
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