Astm D338518 Pdf !!top!! 【2026 Update】

Infiltration occurs when water at the soil surface enters the pores of the soil matrix. The rate at which this occurs is influenced by soil texture, structure, bulk density, initial moisture content, and the presence of vegetation or cracks. Initially, when soil is dry, the infiltration rate is high due to capillary suction (matric potential). As the soil saturates, gravity becomes the dominant force, and the infiltration rate stabilizes, approaching the saturated hydraulic conductivity ($K_sat$) of the soil.

: Only the volume of water added to the inner ring is used to calculate the infiltration rate. The outer ring acts as a buffer to ensure water from the inner ring flows vertically into the soil, preventing lateral spread. astm d338518 pdf

ASTM D3385-18 explicitly warns about several pitfalls: Infiltration occurs when water at the soil surface

: It is best suited for relatively uniform fine-grained soils. It may be unreliable in very pervious soils (hydraulic conductivity is greater than 10 to the negative 2 power cm/s) or very impervious soils ( ASTM International Operational Requirements Astm D3385-18 | PDF | Liquids | Soil - Scribd As the soil saturates, gravity becomes the dominant

is the recognized international standard for determining the infiltration rate of soils in the field using a double-ring infiltrometer . This method is essential for geotechnical and environmental engineering, providing data for septic tank design, irrigation planning, and groundwater recharge studies. Core Objectives of ASTM D3385-18