STRЕSS-STRАIN STАTЕ ОF SОIL DАMS UNDЕR THЕ АСTIОN ОF STАTIС LОАDS

STRЕSS-STRАIN STАTЕ ОF SОIL DАMS UNDЕR THЕ АСTIОN ОF STАTIС LОАDS

Authors

  • Sanjar Usmonxo'jayev Namangan institute of engineering and technology
  • Paxridin Mаtkаrimоv Namangan institute of engineering and technology
  • Donyor Jurаеv Nаtiоnаl Rеsеаrсh Univеrsitу “Tаshkеnt Institutе оf Irrigаtiоn аnd Аgriсulturаl Mесhаnizаtiоn Еnginееrs”

Keywords:

earth dam, plane statement, structure, stress-strain state, variational problem

Abstract

The objective of this article is to develop a methodology for the static calculation of earth dams under the action of water pressure in the reservoir, taking into account various physical and mechanical characteristics of soils, and the design features of the Pachkamar, Gissarak, and Sokh earth dams in a two-dimensional statement.

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Published

2023-06-30

How to Cite

Usmonxo’jayev, S., Mаtkаrimоv P., & Jurаеv D. (2023). STRЕSS-STRАIN STАTЕ ОF SОIL DАMS UNDЕR THЕ АСTIОN ОF STАTIС LОАDS. Scientific and Technical Journal of Namangan Institute of Engineering and Technology, 8(2), 221–228. Retrieved from http://niet.uz/index.php/nj/article/view/135

Issue

Vol. 8 No. 2 (2023): Scientific and Technical Journal of Namangan Institute of Engineering and Technology

Section

Articles