To keep pace with development of stone masonry dam construction and standardize the design of stone masonry dams， Design specification for stone masonry dams （SL25-91） is revised to this Code so that the stone masonry dam design could be safe and applicable， economically viable， technology updated and quality ensured.This Code is applicable to the design of Class 2 and Class 3 masonry dams for large and medium water resources and hydropower projects or Class 4 and Class 5 masonry dams over 50m high. It may also be used as a reference for the design of other masonry dams.為適應(yīng)砌石壩工程建設(shè)發(fā)展的需要，規(guī)范砌石壩設(shè)計(jì)，對(duì)《漿砌石壩設(shè)計(jì)規(guī)范》（SL25-91）進(jìn)行修訂，使砌石壩設(shè)計(jì)做到安全適用、經(jīng)濟(jì)合理、技術(shù)先進(jìn)、質(zhì)量保證，特制定本規(guī)范。本規(guī)范適用于大、中型水利水電工程中的2、3級(jí)砌石壩或壩高超過(guò)50m的45級(jí)砌石壩的設(shè)計(jì)。其他砌石壩設(shè)計(jì)可參照使用。
作者簡(jiǎn)介
暫缺《SL 25-2006 Design Specification for Stone Masonry Dams（砌石壩設(shè)計(jì)規(guī)范 英文版）》作者簡(jiǎn)介
圖書(shū)目錄
1 General Provisions 2.1 Terms 2.2 Symbols 3 Dam Materials and Design Indexes of Stone Masonry 3.1 Dam Materials 3.2 Design Indexes of Stone Masonry 4 Loads and Load Combinations 4.1 Loads 4.2 Load Combinations 5 Stone Masonry Gravity Dam 5.1 Dam Layout 5.2 Dam Structure 5.3 Calculation of Dam Sliding Stability 5.4 Calculation of Dam Stresses 5.5 Dam Temperature Control and Crack Prevention 6 Stone Masonry Arch Dam 6.1 Dam Site, Dam Axis and Dam Layout 6.2 Dam Stress Analysis 6.3 Abutment Stability Analysis 6.4 Temperature Control 7 Dam Seepage Control 7.1 General Provisions 7.2 Impervious Concrete Face Slab and Core 7.3 Seepage Control of Dam Body 7.4 Transverse Joints, Water Stop and Drainage 8 Treatment of Dam Foundation 9 Dam Structure 9.1 Crest Layout and Transportation 9.2 Galleries and Openings 9.3 Joints, Drainage and Foundation Bedding 10 Safety Monitoring Design 10.1 General Principles 10.2 Monitoring Items and Monitoring Facility Layout
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