Is Neighborhood Green Space Protective Against Associations Between Child Asthma, Neighborhood Traffic Volume and Area Safety? Multilevel Analysis of 4,447 Australian Children

2017 ◽  
Vol 5 ◽  
pp. S40-S41 ◽  
Author(s):  
Xiaoqi Feng ◽  
Thomas Astell-Burt
Keyword(s):  
Multilevel Analysis ◽  
Green Space ◽  
Traffic Volume ◽  
Child Asthma

scholarly journals Physical activity as a possible mechanism behind the relationship between green space and health: A multilevel analysis

2008 ◽  
Vol 8 (1) ◽  
Author(s):  
Jolanda Maas ◽  
Robert A Verheij ◽  
Peter Spreeuwenberg ◽  
Peter P Groenewegen
Keyword(s):  
Physical Activity ◽  
Multilevel Analysis ◽  
Green Space ◽  
The Relationship

Simultaneous multilevel analysis.

1994 ◽  
Vol 49 (2) ◽  
pp. 144-145 ◽  
Author(s):  
Alex B. Caldwell
Keyword(s):  
Multilevel Analysis

When Organizational Culture Makes Respecful Leadership Crucial: A Multilevel Analysis

2012 ◽  
Author(s):  
Suzanne van Gils ◽  
Niels Van Quaquebeke ◽  
Jan Borkowski ◽  
Daan van Knippenberg
Keyword(s):  
Organizational Culture ◽  
Multilevel Analysis

Streaming, tracking and reading achievement: A multilevel analysis of students in 40 countries.

2017 ◽  
Vol 109 (7) ◽  
pp. 915-934 ◽  
Author(s):  
Ming Ming Chiu ◽  
Bonnie Wing-Yin Chow ◽  
Sung Wook Joh
Keyword(s):  
Reading Achievement ◽  
Multilevel Analysis

Analisis Daya Dukung Tanah Dan Bahan Pondasi Tiang Pancang Pada Pembangunan Jembatan Kab. Jombang

2020 ◽  
Vol 9 (1) ◽  
pp. 32-37
Author(s):  
Ruslan Hidayat ◽  
Saiful Arfaah
Keyword(s):  
Carrying Capacity ◽  
Pile Foundation ◽  
Heavy Traffic ◽  
Traffic Volume ◽  
Material Strength ◽  
Cone Penetrometer ◽  
The Village

One of the most important factors in the structure of the pile foundation in the construction of the bridge is the carrying capacity of the soil so as not to collapse. Construction of a bridge in the village of Klitik in Jombang Regency to be built due to heavy traffic volume. The foundation plan to be used is a pile foundation with a diameter of 50 cm, the problem is what is the value of carrying capacity of soil and material. The equipment used is the Dutch Cone Penetrometer with a capacity of 2.50 tons with an Adhesion Jacket Cone. The detailed specifications of this sondir are as follows: Area conus 10 cm², piston area 10 cm², coat area 100 cm², as for the results obtained The carrying capacity of the soil is 60.00 tons for a diameter of 30 cm, 81,667 tons for a diameter of 35 cm, 106,667 tons for a diameter of 40 cm, 150,000 tons for a diameter of 50 cm for material strength of 54,00 tons for a diameter of 30 cm, 73,500 tons for a diameter of 35 cm, 96,00 tons for a diameter of 40 cm, 166,666 tons for a diameter of 50 cm

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