• Pemodelan Bangunan Sipil (R)
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    Pertemuan 1
    M Khoiri- Pengantar Pemodelan Geoteknik
    1-Pemodelan Bangunan Sipil-ver2
    Paper-duncan-chang-nonliner
    Materi tambahan
    Tempat MEngumpulkan Tugas-1-Resume Paper Duncan-and Chang
    Pertemuan 2
    M-Khoiri: Review Triaxial test dan Material Model
    Rekayasa pondasi dan pemodelan geoteknik - 2020-ver-4
    Tugas-2a pemodelan Bangunan Sipil-Geoteknik-Rev-Pondasi Dangkal
    Tugas-2b pemodelan Bangunan Sipil-Geoteknik-Model-Circular-Foundation
    Tempat Mengumpulkan Tugas 2a dan 2b
    Tempat mengumpulkan Link Video Presentasi Tugas 2
    Section 3
    Tugas-3 pemodelan Bangunan Sipil-Geoteknik-Sub-DEx
    Penugasan FEM
    Pengantar Deep Excavation dan Tugas 3
    Tempat Upload Tugas-3
    Referensi Plaxis
    contents
    2D2011-0-Gen-Info
    2D2011-1-Tutorial
    2D2011-2-Reference
    2D2011-3-Material-Models
    2D2011-4-Scientific
    2D2011-5-Validation
    Groundwater flow and Coupled analysis
    HOMEWORK #C12b Numerical Method for Geotech
    HOMEWORK #C12b Numerical Method for Geotech - Attachment
    Materi Pelatihan Plaxis Workshop Pengembangan Profesi Geoteknik rev.3
    Pustaka Referensi lain
    Lucio Canonica 1991 Memahami Mekanika Teknik 1
    Lucio Canonica 1991 Memahami Mekanika Teknik 2
    C.K. Wang 1991 Analisis Struktur Lanjutan
    C.K. Wang Analisa Struktur Lanjutan
    vol1-Potts, Zdravkovics - Finite Element Analysis in Geotechnical Engineering
    vol2-Potts, Zdravkovics - Finite Element Analysis in Geotechnical Engineering
    IB34 Piled Embankments uni Stutgard
    CMC-Controlled-Modulus-Column
    KGM-Kolom-Grout-Modular
    62 Satibi PhD Thesis Univ Stutgart piled Embankment on floating pile
    pondasi HATTI
    Referansi M Khoiri
    0-KHOIRI - Braced Excavation Method
    1-Hsiung BCB, 2018, Evaluation of the wall deflections of a deep excavation in Central Jakarta
    2-Ou CY et al., 1998, Performance of Diaphragm Wall Constructed Using Top-Down Method (Ou et al)
    2-HOMEWORK #C12b Numerical Method for Geotech - All
    3-Khoiri and Ou, 2013, Evaluation of deformation parameter for deep excavations in sand through case histories
    4-Khoiri-Ou, 2014, A comprehensive evaluation of strength and modulus parameters of a gravel
    7-Aswin, Ou, Evaluation of clay constituttive models
    8-Khoiri, 2015, Aspek Geoteknik Perancangan Galian Dalam (Deep Excavation) di Surabaya
    X-Paper-Khoiri-Evaluasi Daya Dukung Injection Pile di Tanah Berpasir2
    X-PPT-Evaluasi Daya Dukung Injection Pile di Tanah Berpasir
    Y-PPT-Galian Dalam Apek desain dan pelaksanaan
    SNI 8460-2017 Komtek
    Modul-1-Deep-excavation-pdf
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    Pemodelan Bangunan Sipil (R)
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    Pemodelan Bangunan Sipil (R)

    • Teacher: Afif Navir Refani
    • Teacher: Mohamad Khoiri
    • Teacher: Tatas

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    Sukolilo | Manyar | Tjokroaminoto
    Kampus Institut Teknologi
    Sepuluh Nopember Surabaya
    Phone: 031-5994251-54, 5947274, 5945472
    Fax: 031-5923465, 5947845

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