Results 81 to 90 of about 92,251 (305)

Research on Vertical Ultimate Bearing Capacity of Suction Pile of Subsea Manifold

Shiyou jixie, 2020
To understand the influenced range of the soil around the suction pile under the vertical load and address the calculation problem of the vertical bearing capacity of the suction pile, theoretical formula calculation and finite element simulation are ...
Li Shuzhao, Jia Peng, Yin Feng, Liu Pu, Shi Lei, Zhang Ning, Pang Nan   +6 more
doaj  

A Lightweight Procedural Layer for Hybrid Experimental–Computational Workflows in Materials Science

Advanced Engineering Materials, EarlyView.
We unveil a prototype hybrid‐workflow framework that fuses automatedcomputation with hands‐on experiments. Built atop pyiron, a lightweight, parameterized layer translates procedure descriptions into executable manual steps, syncing instrument settings, human interventions, and data capture in real‐time today.
Steffen Brinckmann, Sarath Menon, Raphael Röske, Johannes Steinhülb, Michael Selzer, Jan Janssen, Tilmann Hickel, Ruth Schwaiger, Jörg Neugebauer   +8 more
wiley   +1 more source

Influence of multiple karst caves at the pile end on the bearing capacity of pile foundations based on ABAQUS

Carsologica Sinica
As an important load-bearing structure of buildings, the stability of pile foundations will directly impact building safety. With the expansion of engineering construction, foundations are frequently laid in an encounter with multiple karst caves ...
Bin GUO, Ou YIN, Xian CHEN, Qinghua LIU
doaj   +1 more source

Pengaruh Strength Reduction Tanah Clay-Shale Akibat Pelaksanaan Pemboran Terhadap Nilai Daya Dukung Pondasi Tiang Di Jembatan Suramadu Berdasarkan Analisis Hasil Tes OC [PDF]

, 2007
. Suramadu Bridge, which will connect Surabaya and Madura, is designed to have 5,438 m total span. Considering bridge construction that is above sea and huge design load on its pile foundations, conventional static loading test can not be performed at ...
Boesono, A. (Atyanto), Irsyam, M. (Masyhur), Sahadewa, A. (Andhika), Soebagyo, S. (Soebagyo)   +3 more
core  

Copper Nanocrystallization in Anodic Oxide Films of Ti–Cu‐Based Bulk Metallic Glass and Its Effect on the Corrosion Resistance and Cytocompatibility

Advanced Engineering Materials, EarlyView.
Viktoriia Shtefan, Thorgund Nemec, Ute Hempel, Annett Gebert and coworkers demonstrate that anodic treatment of Ti–Cu‐based metallic glass in a nontoxic pyrophosphate electrolyte forms a protective bilayered Ti/Zr‐oxide film enriched with Cu nanocrystals.
Viktoriia Shtefan, Nora Fernández Navas, Thorgund Nemec, Ivan Kaban, Ute Hempel, Andrea Voss, Volker Hoffmann, Darius Pohl, Annett Gebert   +8 more
wiley   +1 more source

Pengaruh Beban Vertikal terhadap Daya Dukung Lateral Pondasi Tiang [PDF]

, 2016
Pile foundations are intended to hold both vertical and horizontal loads. Pile foundation design must take into account the lateral carrying capacity, especially on those that experience large lateral force.
', M. (Muhardi), Nugroho, S. A. (Soewignjo), Suryadi, R. '. (Rudy)   +2 more
core  

Nonlinear analysis of single model piles subjected to lateral load in sloping ground [PDF]

Uncertainty associated due to soil-pile interface and unreliable assessment of the pile bearing capacity constructed in sloping ground have been cited as barriers to the wide utilizations of the deep foundations in sloping ground.
Al Khaddar, RM, Atherton, W, Jebur, AAJ, Loffill, E   +3 more
core   +1 more source

Interaction of piled foundation with a rupturing normal fault [PDF]

, 2013
Post-seismic observations in the 1999 Kocaeli earthquake in Turkey have indicated that piled foundations may be less suitable than stiff mat foundations in defending a structure against a major normal fault rupturing underneath.
A. TSATSIS, Abaqus, Ambraseys N. N., Bray J. D., G. GAZETAS, I. ANASTASOPOULOS, Imbsen &, Kawashima K., Loli M., R. KOURKOULIS, Scott R. F., Ulusay R., White R. J., Youd T. L.   +13 more
core   +3 more sources

Direct Metal Deposition of Graphene–Ti28Nb35.4Zr Matrix Composites With Enhanced Mechanical, Corrosion, and Biocompatibility Properties for Bone Implants

Advanced Engineering Materials, EarlyView.
Graphene nanoplatelet (0.1 wt.%) reinforcement significantly enhances the performance of β Ti‐28Nb‐35.4Zr alloy. Grain refinement, reduced water contact angle, and improved surface characteristics promote osteoblast adhesion and complete surface coverage after 7 days.
Khurram Munir, Jixing Lin, Yuncang Li, Li Zhu, Paul F. A. Wright, Cuie Wen   +5 more
wiley   +1 more source

Analisis Pengaruh Jarak Pelat Helical terhadap Daya Dukung Tekan Helical Pile pada Tanah Gambut [PDF]

, 2016
Helical piles are a type of foundation that come with helical plate in certain number and space. The research will present the results of loading test using constant rate penetration method conducted on peat soil. Data obtained from the test are load and
\u27, M. (Muhardi), Ditra, R. \u27. (Ralan), Fatnanta, F. \u27. (Ferry)   +2 more
core