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Er. Kalpana Adhikari Subedi Recommended to Represent NGS in ISSMGE-YMPG

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An online executive meeting held on 6 May 2020 has decided to recommend Er. Kalpana Adhikari Subedi, a life member of Nepal Geotechnical Society and a government engineering officer at the Department of Roads as a representative of Nepal Geotechnical Society young members to the ISSMGE-YMPG (International Society for Soil Mechanics and Geotechnical Engineering, Young […]

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Call for Abstract Submission to SYDNEY ICSMGE2021 (Deadline: 30 April 2020 >> Extended 31 May 2020)

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Submission Deadline: 30 April 2020 → Extended until 31 May 2020 All our members are informed through this post that the 20th International Conference on Soil Mechanics and Geotechnical Engineering is going to be held in Sydney (Australia) on 12-17 September 2021. All eligible members of this society are invited to submit abstracts for presentation

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Call for Abstracts to the 7iYGEC 2021 in Sydney (Deadline: October 2020)

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Nepal Geotechnical Society calls for abstracts from its young geotechnical engineers, especially the student members and members under 35 years of age to the 7th International Young Geotechnical Engineers Conference to be held in Sydeny (Australia) on 10-12 September 2021. The conference details are available at 7iYGEC website. How to submit an abstract for presentation/participation?

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A Special Seminar on “Slope Stability Works on Nepal Mountains” Held!

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A Special Seminar on “Slope Stability Works on Nepal Mountains” was held at Hotel Vivanta in Lalitpur by Nepal Geotechnical Society as the lead organizer and in association with Geotechnical Engineering Program, IoE Pulchowk Campus and Nepal Landslide Society on 18 February 2020. Participated by nearly 100 engineers and geoscientists, the seminar was mainly composed

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A Special Seminar on \”Slope Stability Works on Nepal Mountains\” to be held on 18 Feb. 2020

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A Seminar on “Slope Protection Works on Nepal Mountains” 18 February 2020 Lalitpur (Vivanta Hotel, Jhamsikhel), Nepal [button link=\”https://docs.google.com/forms/d/e/1FAIpQLSfOfsafMcEHBeFbsuCoXGl3SWbJb5OTayRVlg3V3T-sRFNRsA/viewform\” size=\”small\” window=\”yes\”]Click here to participate[/button] Lead Organizer: Nepal Geotechnical Society Associated Partners: Geotechnical Engineering Program, IoE Pulchowk Campus Nepal Landslide Society Prime Sponsor: Co-sponsors: EMES Nepal and Clay Engineering Background [ilink url=\”https://drive.google.com/file/d/1ejZ5YxHzNRiqQPhua-5Qc6u8ZX3J2HRD/view?usp=sharing\” style=\”download\”]Get the flyer[/ilink]   As

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A Special Seminar on \”Slope Stability Works on Nepal Mountains\” to be held on 18 Feb. 2020

Leave a Comment / Lecture Series, Seminar, What's New?

A Seminar on “Slope Protection Works on Nepal Mountains” 18 February 2020 Lalitpur (Vivanta Hotel, Jhamsikhel), Nepal [button link=\”https://docs.google.com/forms/d/e/1FAIpQLSfOfsafMcEHBeFbsuCoXGl3SWbJb5OTayRVlg3V3T-sRFNRsA/viewform\” size=\”small\” window=\”yes\”]Click here to participate[/button] Lead Organizer: Nepal Geotechnical Society Associated Partners: Geotechnical Engineering Program, IoE Pulchowk Campus Nepal Landslide Society Prime Sponsor: Co-sponsors: EMES Nepal and Clay Engineering Background [ilink url=\”https://drive.google.com/file/d/1ejZ5YxHzNRiqQPhua-5Qc6u8ZX3J2HRD/view?usp=sharing\” style=\”download\”]Get the flyer[/ilink]   As

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NEA Partners with DWRI, SCAEF, and NGS to Hold a Workshop on \”Resilient Dams and Tunnels for Economic Development\” with NGS

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Nepal Engineers\’ Association (NEA) organized a workshop entitled \”Resilient Dams and Tunnels for Economic Development\” together with the Department of Water Resources and Irrigation (DWRI), Society of Consulting Architectural and Engineering Firms, Nepal (SCAEF, Nepal), and Nepal Geotechnical Society (NGS) on 6th December 2019 (Friday). The program was also attended by Minister for Water Resources

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A Brief Report on Preliminary Understanding of the Building Collapse Mechanism at Mulpani, Kathmandu

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On 3 September 2019, an under-construction RC-framed 3-story residential building collapsed possibly under excessive earth pressure buildup on the building back following a heavy rainfall. As the building was erected on the side of a near vertical natural soil deposit and the back side of the building was built of an RC retaining wall (which

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