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This Code, Code of Practice for Foundations 2017 (the 2017 Code) is issued upon completion of the review by the TC, which has focused on four fronts: (a) the advancement in design and analysis; (b) the experience gained and the views and feedbacks received on the use of the
4 天前 · Printed Copy. Some of the above publications are available for sale while stock lasts by: calling the Publications Sales Section of ISD at 2537 1910. visiting the online Government Bookstore. downloading the order form from the ISD website and submit the order online or by fax to 2523 7195. placing order with ISD by e-mail to puborder@isd.gov.hk.
The Geotechnical Engineering Office published in 1996 a reference document (GEO Publication No. 1/96) on pile design and construction with a Hong Kong perspective. In recent years, there has been a growing emphasis on the use of rational design methods in
based on the Code of Practice for Foundation (CoPF) published by the Buildings Department in 2004. In 2017, BD published the second edition of the CoPF (CoPF 2017) with the addition of new Category 2 Rocks, described as meta-sedimentary rock of material
Amendments to the Code of Practice for Foundations 2017 (August 2023) Revision of recognized types of pile foundations to common pile foundation types and core-drilling test to proof core-drilling test. Inclusion of Table 2.10. Clarification on rock condition within 600 mm depth from the pile base.
T-1. 條次. 《建築物( 建造)規例》( 第123 章,附屬法例Q) 目錄. 第1部導言. ( 已失時效而略去) 釋義. 第2部對物料的規定物料第3部荷載恆載外加荷載風荷載須施加的外加荷載外加荷載的折減外加荷載—— 防護欄障的設計外加荷載—— 動力效應所產生的力. 關於荷載的告示頁次.
Code of Practice for Foundations 2017. The Buildings Department has set up a Technical Committee (TC) to, among others, collect and consider the views and feedback from the building industry arising from the use of the Code of Practice for Foundations 2017 (the Code).
The Technical Committee (TC) on the Code of Practice for Foundations 2017 (the Code) set up by the Buildings Department (BD) regularly collects views and feedback from the practioners and the stakeholders arising from the use of the Code, and reviews the contents thereof for recommending the necessary update. 2.
Deleted. -1- Amendments to the Code of Practice for Foundations 2017 (July 2022) (b) Anchorage resistance limited by effective weight of soil mass/rock cone. The anchorage resistance against uplifting force would be limited by the effective weight of the soil mass and rock cone that can be mobilised by the piles.
The bond strength should not exceed the allowable value given in clause 2.2.2. In this connection, the steel bars should have adequate grout cover, which should not be less than 30 mm to allow effective transfer of bond stress from the reinforcing bars to the rock socket and adequate protection against corrosion;
