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Standard Penetration Test
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Vietnam is located in a strong earthquake zone with many areas having a ground acceleration (ag) of greater than 0.08 g (TCVN 9386:2012). The article introduces a method to determine the attenuation coefficients according to the standard TCVN 10304:2014.
9p
viwalton
02-07-2024
1
1
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Ebook Foundation analysis and design (Fifth edition) includes an IBM computer disk containing 16 compiled programs together with the data sets used to produce the output sheets, as well as new material on sloping ground, pile and pile group analysis, and procedures for an improved analysis of lateral piles. Bearing capacity analysis has been substantially revised for footings with horizontal as well as vertical loads.
617p
lytamnguyet
04-08-2023
3
3
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Continued part 1, part 2 of ebook "Reliability-based design in geotechnical engineering: Computations and applications" provides readers with content including: stochastic finite element methods in geotechnical engineering; Eurocode 7 and reliability-based design; serviceability limit state reliability-based design; reliability verification using pile load tests; reliability analysis of slopes; reliability of levee systems; reliability analysis of liquefaction potential of soils using standard penetration test;...
273p
dieptieuung
19-07-2023
6
3
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This paper firstly studies how reliable the SPT data can predict the physical and mechanical properties; secondly, the soil strength is determined in terms of corrected N-SPT values, and finally the bearing capacity of a pile penetrating cohesion soil.
20p
nguaconbaynhay11
16-04-2021
17
1
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Bài viết trình bày về vấn đề nghiên cứu đánh giá, tính toán và ước lượng sức kháng cắt không thoát nước (Undrained shear strength - Su) của đất loại sét tại khu vực địa bàn tỉnh Sóc Trăng từ các kết quả của thí nghiệm xuyên tiêu chuẩn (Standard Penetration Test - SPT), và áp dụng vào việc tính toán sức chịu tải trọng nén cực hạn dọc trục của cọc đúc sẵn tiết diện vuông theo các tiêu chuẩn hiện hành TCVN 10304-2014 và TCVN 11823-2017.
7p
vibeirut2711
20-08-2020
51
9
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The research and the development of bulletproof armor or equipment to have the potential to prevent destruction or attacks from opponents by the analysis of 2-layer armor plates which consist of SKD11 which is a front plate that used to destroy the bullet when the bullet hit the armor plate and a SUS304 rear plate which is a high tensile stress material to restrain metal fragment of damaged the bullet when the bullet is made from Tungsten Carbide (WC) with the size of 7.62 mm and the speed is 878±9.1 m/s according to NIJ (National Institute of Justice) test level 4.
15p
cleopatrahuynh
01-06-2020
17
0
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This paper presents a security solution for WLANs to achieve the standard network security requirements while combines the stability and low cost. The proposed solution works in two levels, namely, the frame security and the Radio Frequency (RF) security.
16p
byphasse043256
23-03-2019
26
0
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In this paper, a method of Thompson E.N. and Wald D.J. (2012) was applied to build a VS30 map of Ho Chi Minh city using, many different data such as geologic, topographic and shear wave velocities derived from the Standard Penetration Test (SPT) data of 104 boreholes.
16p
meolep4
02-01-2019
22
1
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Document "Elastic Modulus of Soil" give you the knowledge: Effect of ocr and confining pressure on soil properties, young's modulus of soil. Invite you to refer to the document content more learning materials and research.
17p
clackpy
22-01-2016
54
2
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No set of guidelines can cover all possible customer use cases. Each deployment of VMware vCloud Director may have its own IT environment, with differences in network topology, internal security systems and standards, customer requirements, and use cases. Some general guidelines will be given to increase the overall security of the system. Where appropriate, more specific usage scenarios will also be considered along with guidance tailored to those particular cases.
0p
cao_can
02-01-2013
65
3
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Shallow Foundations 31.1 31.2 31.3 31.4 Introduction Design Requirements Failure Modes of Shallow Foundations Bearing Capacity for Shallow Foundations Bearing Capacity Equation • Bearing Capacity on Sand from Standard Penetration Tests (SPT) • Bearing Capacity from Cone Penetration Tests (CPT) • Bearing Capacity from Pressuremeter Tests (PMT) • Bearing Capacity According to Building Codes • Predicted Bearing Capacity vs. Load Test Results
35p
naunho
27-12-2010
76
12
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CHAPTER 25 NONDESTRUCTIVE TESTING Robert L. Crane Theodore E. Matikas Air Force Wright Laboratory Materials Directorate Nondestructive Evaluation Branch WL/MLLP Wright Patterson Air Force Base Dayton, Ohio 25.1 INTRODUCTION 25.2 LIQUIDPENETRANTS 25.2.1 The Penetrant Process 25.2.2 Categories of Penetrants 25.2.3 Reference Standards 25.2.4 Limitations of Penetrant Inspections 729 730 730 730 730 730 732 733 733 735 737 738 739 740 741 742 743 744 744 25.7 25.5.2 25.5.3 25.
32p
hadalabo
29-09-2010
64
8
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