2012
DOI: 10.1016/j.compgeo.2011.11.010
|View full text |Cite
|
Sign up to set email alerts
|

Determination of soil–water characteristic curve variables

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
47
0
2

Year Published

2015
2015
2024
2024

Publication Types

Select...
5
2
1

Relationship

0
8

Authors

Journals

citations
Cited by 125 publications
(49 citation statements)
references
References 10 publications
0
47
0
2
Order By: Relevance
“…Di dalam tanah,sifat aliran mungkin laminar atau turbulen. Tahanan terhadap aliran bergantung pada jenis tanah, ukuran butiran, bentuk butiran, rapat massa, serta bentuk geometri rongga pori (Zhai dan Rahardjo, 2012). Untuk menghitung tekanan hidrostatis yang terjadi dalam tanah dapat digunakan persamaan Bernoulli yakni: …”
Section: Metode Penelitianunclassified
“…Di dalam tanah,sifat aliran mungkin laminar atau turbulen. Tahanan terhadap aliran bergantung pada jenis tanah, ukuran butiran, bentuk butiran, rapat massa, serta bentuk geometri rongga pori (Zhai dan Rahardjo, 2012). Untuk menghitung tekanan hidrostatis yang terjadi dalam tanah dapat digunakan persamaan Bernoulli yakni: …”
Section: Metode Penelitianunclassified
“…Soil Water Characteristics Curve)은 불포화 토양 특성 구 명을 위한 가장 기본적이고 중요한 요인이며 (Satyamaga et al, 2013;Zhai and Rahardjo, 2012), 토양수분 공급 특성 구명에 중요한 요인이다 (Shao et al, 2009). 또한 SWCC는 포화수리전도도 (Ks: Saturated hydraulic conductivity)와 함께 불포화 토양의 수리학적 특성을 결정짓는 요인이지만 불포화 토양에 대한 토양물리학적 모델의 결정적인 입력 factor 결정이나 SWCC측정에는 오랜 시간과 노력이 소요된 다 (Chiu et al, 2012;Ghanbarian et al, 2015).…”
Section: 토양 물리 분야 연구에 있어 토양수분 장력과 토양수분 함량의 관계를 나타내는 곡선인 토양수분 특성 곡선 (unclassified
“…The van Genuchten (1980) and equations are widely adopted in unsaturated soil mechanics (Yang et al, 2004;Gallage and Uchimura, 2010;Chin, et. al., 2010;Zhai and Rahardjo, 2012). Table 2.2 summarises the other unimodal SWCC equations found in the literature.…”
Section: Degree Of Saturation Smentioning
confidence: 99%
“…This is most important for bimodal SWCCs, as bimodal SWCC equations have more curve-fitting parameters, which may require more time and have higher potential for numerical error in the curve-fitting procedure. Another problem for existing bimodal SWCC equations is the non-uniqueness of parameters from curve-fitting, which means that different combinations of the parameters may produce the same SWCC (Wijaya and Leong, 2016;Zhai and Rahardjo, 2012). The non-uniqueness gives problems when correlating parameters with other soils properties.…”
Section: Proposed Bimodal Grain-size Distribution Equationmentioning
confidence: 99%
See 1 more Smart Citation