ZO’RIQISHLAR VA ULARNI ANIQLASH USULLARI
Mualliflar
Shaxnoza Xalimova Raxmidijanova
Aliev Dastanbek Bolekbay o‘g‘li
Nurlanaliyev Aqjol Talgat oʻgʻli
Nashr haqida ma'lumot
Metrikalar
Annotatsiya
This article investigates the distribution of stresses within soil masses and their fundamental role in geotechnical design. The study focuses on the distinction between geostatic and induced stresses, emphasizing the application of Terzaghi’s effective stress principle in predicting soil behavior. Using mathematical models such as Boussinesq’s theory, the distribution of vertical and horizontal stresses is analyzed in the context of foundation stability and settlement. The paper highlights the critical function of stress analysis in preventing shear failure and ensuring the structural integrity of engineering projects. The findings provide a theoretical basis for engineers to better assess soil-structure interactions under varying hydrogeological conditions.
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Adabiyotlar ro'yxati
[1]
1. Klassik va Fundamental Adabiyotlar:
[2]
Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. (Effektiv
[3]
kuchlanish nazariyasining asosi).
[4]
Boussinesq, J. (1885). Application des potentiels à l'étude de l'équilibre et du
[5]
mouvement des solides élastiques. Gauthier-Villars. (Zo‘riqishlar taqsimoti bo‘yicha
[6]
fundamental asar).
[7]
Das, B. M., & Sobhan, K. (2018). Principles of Geotechnical Engineering.
[8]
Cengage Learning. (Dunyo universitetlarida asosiy darslik sifatida qo‘llaniladi).
[9]
2. Mahalliy va MDH davlatlari adabiyotlari:
[10]
Rasulov X.Z. (2010). Gruntlar mexanikasi, asoslar va poydevorlar. Toshkent:
[11]
O‘qituvchi. (O‘zbekiston sharoitidagi gruntlar uchun darslik).
[12]
Dalmatov B.I. (2017). Механика грунтов, основания и фундаменты. Москва:
[13]
АСВ. (Rossiya va MDH maktabi bo‘yicha asosiy qo‘llanma).
[14]
O‘zbekiston Respublikasi Qurilish Normalari va Qoidalari (ShNQ 2.02.01-98).
[15]
Bino va inshootlar poydevorlari. (Amaliy loyihalash uchun me'yoriy hujjat).