Hasil Pencarian  ::  Simpan CSV :: Kembali

"ABSTRAKPenelitian ini merupakan penelitian mengenai analisis pengaruh moduluselastisitas tanah terhadap kondisi non-linier hasil pengujian pembebanan statikdan hasil metode numerik di pondasi tiang bor. Enam pondasi dengan lokasiberdekatan dianalisis balik untuk mendapat modulus yang tepat dengan modelhardening soil. Variasi modulus yang dilakukan adalah secant modulus,oedomoeter modulus, dan unloading modulus.Penelitian ini menghasilkan pengaruh modulus variasi terhadap hasilload-displacement cylic terbesar pada secant modulus, kemudian unloadingmodulus, dan terakhir oedometer modulus berdasarkan perubahan displacement tiap variasi modulus. Kemudian hasil analisis balik seluruh pondasi meghasilkan statistik nilai modulus terhadap Nspt untuk menjadi salah satu referensi korelasi pemilihan nilai modulus terhadap Nspt.

---

ABSTRACTThis research is the analysis of the effects of the condition of the soilmodulus of elasticity of the non-linear static loading test results and the results of numerical methods in foundation pile. Six foundation with adjacent locations were back analyzed to get the right model modulus hardening soil. Variations modulus are secant modulus, oedomoeter modulus, and unloading modulus.This research resulted that the biggest influence of modulus variations onoutcome cyclic load-displacement is secant modulus, then unloading modulus,and last oedometer modulus. Then the results of the back analysis produced the statistics of value of modulus with Nspt to become one of the referencecorrelation modulus value and Nspt."

"The book gives a comprehensive description of the mechanical response of soils (granular and cohesive materials) under cyclic loading. It provides the geotechnical engineer with the theoretical and analytical tools necessary for the evaluation of settlements developng with time under cyclic, einvironmentally idncued loads (such as wave motion, wind actions, water table level variation) and their consequences for the serviceability and durability of structures such as the shallow or deep foundations used in offshore engineering, caisson beakwaters, ballast and airport pavements and also to interpret monitoring data, obtained from both natural and artificial slopes and earth embankments, for the purposes of risk assessment and mitigation."