Results 111 to 120 of about 4,317 (206)

Analysis Method for Ground Settlement Induced by Ultra-Deep Excavation in Hangzhou Soft Clay Considering Time-Space Effect

Shanghai Jiaotong Daxue xuebao
The PLAXIS 3D software and the soft soil creep model were used to establish a 3D numerical model of the B2 excavation within an ultra-deep excavation group, allowing for analysis of the effects of time-space factors on ground settlements.
XIONG Yifan, YING Hongwei, ZHANG Jinhong, CHENG Kang, LI Binghe
doaj   +1 more source

Jebakan Air Dan Sebaran Cracks Dalam Talud Tanah Bermanfaat Untuk Membuktikan Sejarah Kelongsoran Talud [PDF]

, 2016
Penelitian ini dilakukan di tanah timbunan setinggi 10 m pada daerah Bandara Sanggu - Buntok yang mengalami kelongsoran yang dipicu oleh hujan lebat sehingga memicu adanya water pressure built up di dalam talud melalui cracks. Longsor yang terjadi
Alexsander, S. (Stephanus), Mochtar, I. B. (Indrasurya), Utama, W. (Widya)   +2 more
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SIMULASI PERILAKU PONDASI GABUNGAN TELAPAK DAN SUMURAN DENGAN VARIASI KEDALAMAN TELAPAK PADA TANAH LEMPUNG BERLAPIS [PDF]

, 2016
Perkembangan jumlah penduduk yang semakin banyak, mendorong pembangunan gedung-gedung bertingkat untuk memenuhi kebutuhan tempat tinggal. Gedunggedung bertingkat ini termasuk bangunan dengan kategori beban menengah.
PURNOMO, ARI
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The study the behavior of the reinforced soil block under the concentrated load [PDF]

, 2016
Diplomová práce se zabývá numerickým 3D modelováním vyztuženého zemního bloku pod koncentrovaným kolovým zatížením. Jedná se o parametrickou studii, kdy se mění zadání líce a pozice zatížení a i jeho samotné zadání.
Prechtlová, Kateřina
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Analisis Stabilitas Lereng Dan Alternatif Penanganannya : Studi Kasus Longsoran Pada Ruas Jalan Pringsurat Km. Mgl. 22+631 – 22+655 Kabupaten Temanggung [PDF]

, 2014
This thesis contained about the stability of the soil and it countermeasures on roads Pringsurat KM. MGL. 22 +631 - 22 +655 District of Temanggung. Pringsurat landscape is hilly mountainous and prone to landslide.
Atmanto, I. D. (Indrastono), Luriyanto, A. (Apri), Maulana, I. (Iqbal), Rento Wulandari, Sri Prabandiyani   +3 more
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Assessment of interaction effects between the foundation and the base using numerical simulation methods for conditions of undermining the Mariinskii Theatre building in Saint Petersburg

Записки Горного института
In the current mine surveying practice, when assessing the harmful impact of underground construction on the earth's surface and undermined objects, the geotechnical system underground structure – rock mass is traditionally considered, which does not ...
Evgenii M. Volohov, Vasilina K. Kozhukharova, Sergei N. Zelentsov, Diana Z. Mukminova, Aleksandr A. Isaev   +4 more
doaj  

Numerical analysis of pile group, piled raft, and footing using finite element software PLAXIS 2D and GEO5. [PDF]

Sci Rep, 2023
Chimdesa FF, Chimdesa FF, Jilo NZ, Hulagabali A, Babalola OE, Tiyasha T, Ramaswamy K, Kumar A, Bhagat SK.   +8 more
europepmc   +1 more source

Preliminary 3D Modelling of Structural behaviour of Face Bolting and Umbrella Arch in Tunneling

, 2014
http://kb.plaxis.nl/publications/preliminary-3d-modelling-structural-behaviour-face-bolting-and-umbrella-arch-tunnelingInternational audienceUmbrella arch and face bolting are two reinforcement technics used in tunnelling (NATM conventional tunnelling ...
Jahangir, Emad, Monnet, Antoine
core   +1 more source

Numerical simulation and diagnosis geotechnical parameters of historical buildings in Najran City, Kingdom of Saudi Arabia. [PDF]

Sci Rep, 2023
Abdullah GMS, El-Aal AA, Radwan AE, Al-Awah H.   +3 more
europepmc   +1 more source

Engineering geogrid enabled low carbon and aggregate efficient flexible pavements. [PDF]

Sci Rep
Polisetti SM, Baadiga R.
europepmc   +1 more source