{"id":201369,"date":"2024-10-19T12:51:39","date_gmt":"2024-10-19T12:51:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-d3385-2009-2\/"},"modified":"2024-10-25T05:28:27","modified_gmt":"2024-10-25T05:28:27","slug":"astm-d3385-2009-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-d3385-2009-2\/","title":{"rendered":"ASTM-D3385 2009"},"content":{"rendered":"

ASTM D3385-09<\/h3>\n

Historical Standard: Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer<\/h4>\n
\n

ASTM D3385<\/h4>\n

Scope<\/strong><\/p>\n

1.1 This test method describes a procedure for field measurement of the rate of infiltration of liquid (typically water) into soils using double-ring infiltrometer.<\/p>\n

1.2 Soils should be regarded as natural occurring fine or coarse-grained soils or processed materials or mixtures of natural soils and processed materials, or other porous materials, and which are basically insoluble and are in accordance with requirements of 1.5.<\/p>\n

1.3 This test method is particularly applicable to relatively uniform fine-grained soils, with an absence of very plastic (fat) clays and gravel-size particles and with moderate to low resistance to ring penetration.<\/p>\n

1.4 This test method may be conducted at the ground surface or at given depths in pits, and on bare soil or with vegetation in place, depending on the conditions for which infiltration rates are desired. However, this test method cannot be conducted where the test surface is below the groundwater table or perched water table.<\/p>\n

1.5 This test method is difficult to use or the resultant data may be unreliable, or both, in very pervious or impervious soils (soils with a hydraulic conductivity greater than about 10\u2212<\/span>2<\/sup> cm\/s or less than about 1 \u00d7<\/span> 10\u2212<\/span>6<\/sup> cm\/s) or in dry or stiff soils that most likely will fracture when the rings are installed. For soils with hydraulic conductivity less than 1 \u00d7<\/span> 10\u2212<\/span>6<\/sup> cm\/s refer to Test Method D5093.<\/p>\n

1.6 This test method cannot be used directly to determine the hydraulic conductivity (coefficient of permeability) of the soil (see 5.2).<\/p>\n

1.7 The values stated in SI units are to be regarded as the standard.<\/p>\n

1.8 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.<\/span><\/p>\n

Keywords<\/strong><\/p>\n

coefficient of permeability; hydraulic conductivity; infiltration rate; infiltrometer; in-situ testing; Mariotte tube; Canal leakage; Coefficient of permeability; Double-ring infiltrometers; Drainage materials\/systems; Field testing–soil; Ground surface; Hydraulic conductivity\/transmissivity; Infiltration rate; Irrigation management; Leachates\/leaching; Liquids; Mariotte tube; Permeability–soil\/rock; Pits; Reservoirs; Septic tank systems; Soil; Surface analysis–soil\/rock\/related materials; Volumetric measurement–soil\/related materials; Waste materials\/processing\/analysis; Water treatment applications<\/p>\n

ICS Code<\/strong><\/p>\n

ICS Number Code 93.020 (Earth works. Excavations. Foundation construction. Underground works)<\/p>\n

DOI:<\/strong> 10.1520\/D3385-09<\/p>\n<\/div>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nScope
Referenced Documents
Terminology <\/td>\n<\/tr>\n
2<\/td>\nSummary of Test Method
Significance and Use
Apparatus
FIG. 1 <\/td>\n<\/tr>\n
3<\/td>\nCalibration
Procedure
FIG. 2 <\/td>\n<\/tr>\n
4<\/td>\nFIG. 3 <\/td>\n<\/tr>\n
5<\/td>\nFIG. 4 <\/td>\n<\/tr>\n
6<\/td>\nCalculations
Report <\/td>\n<\/tr>\n
7<\/td>\nPrecision and Bias
Keywords
X1. DETERMINATION OF MOISTURE PATTERN
X1.1
X1.2
X1.3 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

D3385-09 Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASTM<\/b><\/a><\/td>\n2009<\/td>\n7<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":201375,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2637],"product_tag":[],"class_list":{"0":"post-201369","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-astm","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\/201369","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\/201375"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=201369"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=201369"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=201369"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}