{"id":394630,"date":"2024-10-20T04:15:01","date_gmt":"2024-10-20T04:15:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-1377-22022\/"},"modified":"2024-10-26T07:57:13","modified_gmt":"2024-10-26T07:57:13","slug":"bs-1377-22022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-1377-22022\/","title":{"rendered":"BS 1377-2:2022"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
7<\/td>\nForeword <\/td>\n<\/tr>\n
9<\/td>\n1 Scope
2 Normative references <\/td>\n<\/tr>\n
10<\/td>\n3 Terms and definitions
4 Determination of water content
4.1 Oven-drying method <\/td>\n<\/tr>\n
11<\/td>\n4.2 Method for saturation water content of chalk
5 Determination of liquid limit <\/td>\n<\/tr>\n
12<\/td>\n5.1 General
5.2 Cone penetrometer method (definitive method)
5.3 One-point cone penetrometer method <\/td>\n<\/tr>\n
13<\/td>\nTable 1 \u2014 Factors for one-point cone penetrometer liquid limit test
5.4 Casagrande apparatus method <\/td>\n<\/tr>\n
14<\/td>\n5.5 One-point Casagrande method
6 Determination of plastic limit and plasticity index
6.1 General <\/td>\n<\/tr>\n
15<\/td>\n6.2 Additional parameters
7 Determination of shrinkage characteristics\u2013Linear shrinkage
7.1 General
7.2 Apparatus <\/td>\n<\/tr>\n
16<\/td>\nFigure 1 \u2014 Mould for linear shrinkage test
7.3 Preparation of apparatus
7.4 Procedure <\/td>\n<\/tr>\n
17<\/td>\n7.5 Calculations and expression of results
7.6 Test report
8 Determination of density <\/td>\n<\/tr>\n
18<\/td>\n9 Determination of particle density
9.1 General
9.2 Gas jar method <\/td>\n<\/tr>\n
20<\/td>\n10 Determination of particle size distribution
11 Determination of dry density\/water content relationship
11.1 General <\/td>\n<\/tr>\n
21<\/td>\nFigure 2 \u2014 Dry density\/water content relationship curve <\/td>\n<\/tr>\n
22<\/td>\nTable 2 \u2014 Summary of compaction procedures
11.2 Preparation of samples for compaction tests <\/td>\n<\/tr>\n
23<\/td>\nTable 3 \u2014 Summary of sample preparation procedures <\/td>\n<\/tr>\n
24<\/td>\nFigure 3 \u2014 Grading limits relating to specimen preparation procedures for compaction tests
Figure 4 \u2014 Flow chart representing specimen preparation methods for compaction tests <\/td>\n<\/tr>\n
27<\/td>\n11.3 Compaction method using 2.5 kg rammer with 1 L mould <\/td>\n<\/tr>\n
28<\/td>\nFigure 5 \u2014 Mould for compaction test (1 L mould) <\/td>\n<\/tr>\n
29<\/td>\nFigure 6 \u2014 2.5 kg rammer for compaction test <\/td>\n<\/tr>\n
32<\/td>\n11.4 Compaction method using 2.5 kg rammer with CBR mould <\/td>\n<\/tr>\n
33<\/td>\n11.5 Compaction method using 4.5 kg rammer with 1 L mould <\/td>\n<\/tr>\n
34<\/td>\nFigure 7 \u2014 4.5 kg rammer for compaction test <\/td>\n<\/tr>\n
36<\/td>\n11.6 Method using 4.5 kg rammer with CBR mould <\/td>\n<\/tr>\n
37<\/td>\n11.7 Compaction method using vibrating hammer <\/td>\n<\/tr>\n
38<\/td>\nFigure 8 \u2014 Tampers for vibrating hammer compaction tests <\/td>\n<\/tr>\n
39<\/td>\nTable 4 \u2014 Grading for calibration sand <\/td>\n<\/tr>\n
42<\/td>\n12 Determination of maximum and minimum dry densities for coarse soils
12.1 Determination of maximum density of sands <\/td>\n<\/tr>\n
45<\/td>\n12.2 Maximum density of gravelly soils <\/td>\n<\/tr>\n
47<\/td>\n12.3 Minimum density of sands <\/td>\n<\/tr>\n
48<\/td>\n12.4 Minimum density of gravelly soils <\/td>\n<\/tr>\n
50<\/td>\n12.5 Derivation of density index
13 Determination of moisture condition value (MCV)
13.1 General
13.2 Apparatus <\/td>\n<\/tr>\n
51<\/td>\nFigure 9 \u2014 Moisture condition apparatus <\/td>\n<\/tr>\n
53<\/td>\n13.3 Checking the moisture condition apparatus
13.4 Determination of the MCV of a specimen of soil at its natural water content <\/td>\n<\/tr>\n
55<\/td>\nFigure 10 \u2014 Relationship between change in penetration and number of blows
Figure 11 \u2014 Alternative type of relationship between change in penetration and number of blows <\/td>\n<\/tr>\n
56<\/td>\n13.5 Determination of the MCV\/water content relation of a soil <\/td>\n<\/tr>\n
57<\/td>\n13.6 Rapid assessment of whether a soil is stronger than a precalibrated standard <\/td>\n<\/tr>\n
58<\/td>\n14 Determination of chalk crushing value (CCV)
14.1 General
14.2 Apparatus <\/td>\n<\/tr>\n
59<\/td>\n14.3 Checking the moisture condition apparatus
14.4 Determination of the chalk crushing value (CCV) <\/td>\n<\/tr>\n
60<\/td>\n15 Determination of California Bearing Ratio (CBR) <\/td>\n<\/tr>\n
61<\/td>\n15.1 General
15.2 Preparation of test specimen <\/td>\n<\/tr>\n
62<\/td>\nFigure 12 \u2014 Flow chart representing specimen preparation methods for the CBR test <\/td>\n<\/tr>\n
63<\/td>\nFigure 13 \u2014 Cylindrical mould for the determination of the CBR <\/td>\n<\/tr>\n
64<\/td>\nFigure 14 \u2014 Plug and collar extension for use with cylindrical mould for the determination of the CBR <\/td>\n<\/tr>\n
67<\/td>\n15.3 Soaking <\/td>\n<\/tr>\n
68<\/td>\nFigure 15 \u2014 Apparatus for measuring the swelling of a specimen during soaking for the CBR test <\/td>\n<\/tr>\n
69<\/td>\n15.4 Penetration test procedure <\/td>\n<\/tr>\n
70<\/td>\nFigure 16 \u2014 General arrangement of apparatus for the CBR test <\/td>\n<\/tr>\n
72<\/td>\n15.5 Calculation and plotting <\/td>\n<\/tr>\n
73<\/td>\nFigure 17 \u2014 Typical CBR test result curves (see 15.5.1.2) <\/td>\n<\/tr>\n
75<\/td>\nFigure 18 \u2014 Force penetration curves for a CBR value of 100% and other CBR values
Table 5 \u2014 Standard force-penetration relationships for 100% CBR <\/td>\n<\/tr>\n
76<\/td>\n15.6 Test report <\/td>\n<\/tr>\n
77<\/td>\n16 Determination of one-dimensional consolidation properties
16.1 Test method
16.2 Test results <\/td>\n<\/tr>\n
78<\/td>\n17 Determination of swelling and collapse characteristics
17.1 General
17.2 Apparatus
17.3 Measurement of swelling pressure <\/td>\n<\/tr>\n
79<\/td>\n17.4 Measurement of swelling <\/td>\n<\/tr>\n
81<\/td>\n17.5 Measurement of settlement on saturation <\/td>\n<\/tr>\n
82<\/td>\n18 Determination of dispersibility
18.1 Pinhole method <\/td>\n<\/tr>\n
83<\/td>\nFigure 19 \u2014 Section of pinhole test apparatus <\/td>\n<\/tr>\n
85<\/td>\nTable 6 \u2014 Typical limiting rates of flow imposed by the apparatus <\/td>\n<\/tr>\n
86<\/td>\nFigure 20 \u2014 Flowchart for pinhole test procedure <\/td>\n<\/tr>\n
87<\/td>\nTable 7 \u2014 Classification of soils from pinhole test data <\/td>\n<\/tr>\n
88<\/td>\n18.2 Crumb method <\/td>\n<\/tr>\n
89<\/td>\n18.3 Dispersion method <\/td>\n<\/tr>\n
90<\/td>\nFigure 21 \u2014 Typical results from dispersion (double hydrometer) test <\/td>\n<\/tr>\n
91<\/td>\n19 Determination of frost heave
19.1 General
19.2 Preparation of test specimens <\/td>\n<\/tr>\n
92<\/td>\n19.3 Test procedure
20 Determination of consolidation properties using a hydraulic cell
20.1 General <\/td>\n<\/tr>\n
93<\/td>\nFigure 22 \u2014 Drainage and loading conditions for consolidation tests in hydraulic cells <\/td>\n<\/tr>\n
94<\/td>\n20.2 Apparatus <\/td>\n<\/tr>\n
96<\/td>\nFigure 23 \u2014 Arrangement of hydraulic cell for vertical drainage consolidation [test type (a)] <\/td>\n<\/tr>\n
97<\/td>\nFigure 24 \u2014 Arrangement of hydraulic cell for radial drainage to centre and optional permeability stage <\/td>\n<\/tr>\n
103<\/td>\nFigure 25 \u2014 Arrangement for load calibration of diaphragm <\/td>\n<\/tr>\n
106<\/td>\n20.3 Preparation of specimens <\/td>\n<\/tr>\n
110<\/td>\n20.4 Cell assembly <\/td>\n<\/tr>\n
113<\/td>\n20.5 Procedure for consolidation test with one-way vertical drainage <\/td>\n<\/tr>\n
121<\/td>\nFigure 26 \u2014 Derivation of t50 from log time curves <\/td>\n<\/tr>\n
122<\/td>\nFigure 27 \u2014 Derivation of t50 and t90 from power function curves <\/td>\n<\/tr>\n
123<\/td>\nFigure 28 \u2014 Temperature correction curve <\/td>\n<\/tr>\n
125<\/td>\n20.6 Procedure for consolidation test with two-way vertical drainage <\/td>\n<\/tr>\n
126<\/td>\n20.7 Procedure for consolidation test with drainage radially outwards <\/td>\n<\/tr>\n
129<\/td>\n20.8 Procedure for consolidation test with drainage radially inwards <\/td>\n<\/tr>\n
132<\/td>\n21 Determination of permeability in a hydraulic consolidation cell <\/td>\n<\/tr>\n
133<\/td>\n21.1 General
21.2 Apparatus for preparation of specimens
21.3 Apparatus for permeability test <\/td>\n<\/tr>\n
134<\/td>\n21.4 Calibration of apparatus <\/td>\n<\/tr>\n
135<\/td>\n21.5 Preparation and checking of apparatus
21.6 Preparation of test specimen <\/td>\n<\/tr>\n
136<\/td>\n21.7 Assembly of cell
21.8 Test procedures <\/td>\n<\/tr>\n
138<\/td>\n21.9 Calculations <\/td>\n<\/tr>\n
139<\/td>\n21.10 Test report <\/td>\n<\/tr>\n
140<\/td>\n22 Determination of isotropic consolidation properties using a triaxial cell
22.1 Test method
22.2 Calculations <\/td>\n<\/tr>\n
142<\/td>\n22.3 Test report <\/td>\n<\/tr>\n
143<\/td>\n23 Determination of permeability
24 Determination of shear strength by the laboratory vane method
24.1 General
24.2 Apparatus <\/td>\n<\/tr>\n
144<\/td>\nFigure 29 \u2014 Laboratory vane apparatus <\/td>\n<\/tr>\n
145<\/td>\n24.3 Procedure <\/td>\n<\/tr>\n
146<\/td>\n24.4 Calculations <\/td>\n<\/tr>\n
147<\/td>\n24.5 Test report
25 Determination of shear strength by direct shear (shearbox methods)
25.1 Shearbox methods <\/td>\n<\/tr>\n
148<\/td>\n25.2 Determination of shear strength by the small shearbox apparatus
25.3 Determination of shear strength by the large shearbox apparatus <\/td>\n<\/tr>\n
149<\/td>\n26 Determination of residual strength using the small ring shear apparatus
26.1 Test method
26.2 Test conditions
26.3 Test report
27 Determination of unconfined compressive strength
27.1 Test method <\/td>\n<\/tr>\n
150<\/td>\n27.2 Test report
28 Unconsolidated undrained triaxial test
28.1 Type of test
28.2 Test conditions
28.3 Test report <\/td>\n<\/tr>\n
151<\/td>\n29 Consolidated-undrained triaxial compression test with measurement of pore pressure
29.1 Test procedure <\/td>\n<\/tr>\n
152<\/td>\n29.2 Test conditions
29.3 Test report
30 Consolidated-drained triaxial compression test with measurement of volume change
30.1 Test procedure <\/td>\n<\/tr>\n
153<\/td>\n30.2 Test conditions
30.3 Test report <\/td>\n<\/tr>\n
154<\/td>\nAnnex A (informative)\u2002 Example forms
Figure A.1 \u2014 Example data sheet <\/td>\n<\/tr>\n
155<\/td>\nFigure A.2 \u2014 Example recording form <\/td>\n<\/tr>\n
156<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Methods of test for soils for civil engineering purposes – Classification tests and determination of geotechnical properties<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2022<\/td>\n158<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":394639,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-394630","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/394630","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/394639"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=394630"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=394630"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=394630"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}