نتایج جستجو برای: soil penetration resistances

تعداد نتایج: 220610  

Journal: :Water research 2006
C D Beal E A Gardner G Kirchhof N W Menzies

Soil absorption systems (SAS) are used commonly to treat and disperse septic tank effluent (STE). SAS can hydraulically fail as a result of the low permeable biomat zone that develops on the infiltrative surface. The objectives of this experiment were to compare the hydraulic properties of biomats grown in soils of different textures, to investigate the long-term acceptance rates (LTAR) from pr...

2012
Katia Denise Saraiva Bresciani Willian Marinho Dourado Coelho Jancarlo Ferreira Gomes Juliana de Carvalho Apolinário Natalia Marinho Dourado Coelho Milena Araúz Alvimar José da Costa

Contact with the soil, fomites or hands contaminated with the animals’ feces favors accidental human infection either through ingestion of Toxocara canis embryonic eggs, resulting in Visceral Larva Migrans (VLM) syndrome (Coelho et al., 2001), or through percutaneous penetration of Ancylostoma caninum and Ancylostoma braziliense infective larvae, causing Cutaneous Larva Migrans (CLM) Syndrome (...

2015
İlknur Gümüş Cevdet ŞEKER

7 Soil structure is often said to be the key to soil productivity since a fertile soil, with desirable 8 soil structure and adequate moisture supply, constitutes a productive soil. Soil structure 9 influences soil water movement and retention, erosion, crusting, nutrient recycling, root 10 penetration and crop yield. The objective of this work is to study, humic acid (HA) 11 application on some...

2015
İ. Gümüş

Soil structure is often said to be the key to soil productivity since a fertile soil, with desirable soil structure and adequate moisture supply, constitutes a productive soil. Soil structure influences soil water movement and retention, erosion, crusting, nutrient recycling, root penetration and crop yield. The objective of this work is to study humic acid (HA) application on some physical and...

Journal: :Menoufia Journal of Soil Science 2021

Ameliorating the of salt affected soils, represent an important target in agricultural security program Egypt. In this concern a field experiment was conducted at El-Rowad Village, South El-Hosainiya Plain, Sharkia Governorate, Egypt, during two successive growing winter seasons 2016/ 2017 and 2017/2018 to evaluate effect different amendments with tillage systems on some properties soils its wh...

Journal: :international journal of maritime technology 0
zahra omrani qom university,iran rouhollah amirabadi qom university,iran

when a jack-up installed at a clay location and then leaves; it can create several meter deep footprints. in case of soft clay, the spudcan may have actually penetrated much deeper than the observed footprints. when the penetrated spudcan is pulled out, much of the soft remolded clay will flow around it and go back into the hole. this event, leaving a deep region of disturbed soil. the disturbe...

2004
Derek Elsworth Dae Sung Lee

A solution is developed for the build-up, steady and post-arrest dissipative pore fluid pressure fields that develop around a blunt penetrometer that self-embeds from freefall into the seabed. Arrest from freefall considers deceleration under undrained conditions in a purely cohesive soil, with constant shear strength with depth. The resulting decelerating velocity field is controlled by soil s...

2004
Dae Sung Lee Derek Elsworth

A solution is developed for the buildup, steady, and postarrest dissipative pore fluid pressure fields that develop around a conical penetrometer that self-embeds from free-fall into the seabed. Arrest from free-fall considers deceleration under undrained conditions in a purely cohesive soil, with constant shear strength with depth. The resulting decelerating velocity field is controlled by soi...

2014
X. Wang C.-J. Lin X. Feng

A box model for estimating bidirectional air– surface exchange of gaseous elemental mercury (Hg0) has been updated based on the latest understanding of the resistance scheme of atmosphere–biosphere interface transfer. Simulations were performed for two seasonal months to evaluate diurnal and seasonal variation. The base-case results show that water and soil surfaces are net sources, while veget...

2008
H. Ardalan A. Eslami N. Nariman-Zadeh

Cone penetration test is one of the most common in-situ tests for pile analysis given that by its analogy as a model pile, the measured cone resistance and sleeve friction can be employed for estimation of pile unit toe and shaft resistances, respectively. In this paper, group method of data handling (GMDH)-type neural networks optimized using Genetic algorithms (GAs) are used for modelling the...

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