Results 81 to 90 of about 92,611 (307)

Load sharing behaviour of bio-inspired root pile foundation in cohesionless soil under individual and combined loading conditions

Scientific Reports
A bio-inspired root pile foundation is evolved from systematic pile foundation technology. The current investigation focuses on root piles load bearing capacity and behaviour under various loading circumstances, including vertical, lateral, and combined ...
J. Jayashree, S. Sathyapriya
doaj   +1 more source

Study on Load-Bearing Characteristics and Engineering Applications for Cement–Soil Pipe Pile

Buildings
The cement–soil pipe pile is a novel blend of cement and soil, designed to enhance load-bearing capabilities while cutting down on the need for cement. Its tubular construction is key to its strength.
Chong Zhou, Xiangzhuo Zheng, Sifeng Zhang, Chao Li, Yaohui Yang, Jianyong Han   +5 more
doaj   +1 more source

Pengaruh Diameter Pelat Helical terhadap Kapasitas Daya Dukung Lateral Pondasi Helical pada Tanah Gambut [PDF]

, 2017
Application of helical pile to support structures constructed on peat is still a new method. Research is needed to discover ability of helical fondation replace wood pile.
Fatnanta, F. (Ferry), Muhardi, M. (Muhardi), Ramadhan, S. (Suryadi)   +2 more
core  

A Systematic Review and Meta‐Analysis of the Recurrence of Autoimmune Encephalitis

Annals of Clinical and Translational Neurology, EarlyView.
ABSTRACT Objective Autoimmune encephalitis (AE) is a disease with a potential for recurrence, and patients receive immunotherapy to prevent it. However, there is no consensus on the duration of immunotherapy. This study aimed to determine the recurrence rate and identify the risk factors for AE to provide guidance on the duration of immunotherapy ...
Shangkai Bai, Sen Zhang, Haipei Zhang, Yating Zhang, Junhong Guo, Xiaoyan Yang   +5 more
wiley   +1 more source

Pondasi Dangkal Diatas Tanah Lunak Dengan Perkuatan Cerucuk Galam Berdasarkan Percobaan Lapangan [PDF]

, 2008
This research studying the behaviour of shallow foundation with cerucuk support. 1,0 m2 reinforced concrete square of shallow foundation model is used, with 5 cm of cerucuk diameter.
Marzuki, A. (Ahmad), Yudiawati, Y. (Yusti)   +1 more
core  

Prognostic Value of Neurofilament Light Chain and Glial Fibrillary Acidic Protein in ALD‐Related Myelopathy

Annals of Clinical and Translational Neurology, EarlyView.
ABSTRACT Background X‐linked adrenoleukodystrophy (X‐ALD) is a neurometabolic disorder caused by pathogenic variants in ABCD1, leading to slowly progressive spinal cord disease in nearly all affected men. Sensitive biomarkers to quantify disease severity and predict progression are needed for clinical care and trial design.
Eda G. Kabak, Marije M. C. Voermans, Hans Heijst, Charlotte E. Teunissen, Marc Engelen   +4 more
wiley   +1 more source

Experimental investigation of model piles subject to lateral load in cohesionless soil [PDF]

BIO Web of Conferences
In this research work, the way piles behave in sandy soil and are exposed to lateral forces was examined experimentally by using several lab examinations.
Al-Fahham Nabaa A., Al-Jazaairry Ali A.
doaj   +1 more source

Combining Three Peripheral Blood Biomarkers to Stratify Rheumatoid Arthritis–Associated Interstitial Lung Disease Risk

Arthritis Care &Research, EarlyView.
Objective The purpose was to evaluate a biomarker score consisting of MUC5B rs35705950 promoter variant, plasma matrix metalloproteinase‐7 (MMP‐7), and serum anti–malondialdehyde‐acetaldehyde (anti‐MAA) antibody for rheumatoid arthritis (RA)–associated interstitial lung disease (ILD) risk stratification.
Kelsey Coziahr, Austin M. Wheeler, Brent A. Luedders, Michael Duryee, Halie Frideres, Katherine D. Wysham, Grant W. Cannon, Gary Kunkel, Dana P. Ascherman, Paul A. Monach, Gail S. Kerr, Andreas M. Reimold, Scott M. Matson, Joshua F. Baker, Geoffrey M. Thiele, Ted R. Mikuls, Bryant R. England   +16 more
wiley   +1 more source

ANALISIS BALIK LOADING TEST DAYA DUKUNG PONDASI DI CIJAGO DENGAN ANCHOR SYSTEM [PDF]

, 2015
Pondasi tiang atau bored pile berfungsi untuk memikul dan menahan beban yang bekerja diatasnya yaitu beban konstruksi atas ke lapisan tanah yang keras. Dalam perencanaan pondasi tiang harus dilakukan dengan teliti dan sebaik mungkin. Setiap pondasi harus
Manullang, Kennedy A. S.
core  

Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]

, 2016
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core   +2 more sources