Objective:To Evaluate of Estradiol and Prolactin hormones levels for Breast Cancer women in
Baghdad City.
Methodology: The current study was conducted on 60 breast cancer women and 40 apparently
healthy subjects to evaluate the levels of estradiol and prolactin "hormones in the serum" of
({premenopausal & postmenopausal}) breast cancer and healthy controle women. Estradiol and
prolactin hormones estimated for all cases by using the IMMULITE 2000 instrument that performs
chemiluminescent immunoassays results are calculated for each sample.Data were analysed using
SPSS-18.data of two groups was comparison by the student's t-test.
Results: The results showed a non significant""(P>0.05) elevation in the –mean- serum estradiol level
of the study (premenopausal &postmenopausal ) group (54.0 + 22.8 pg/ml),(31.6 + 9 pg/ml)
respectively compared to that of control (pre& postmenopausal ) group (47.0 + 22.3 pg/ml), (28.4 +
10.7 pg/ml) respectively.while a highly significant (P<0.01) elevation of serum prolactin (30.9 + 18.5
ng/ml) ,(20.9 +15.2 ng/ml) respectively was found in study (premenopausal &postmenopausal ) group
compared to healthy control (premenopausal &postmenopausal ) group (11.7 + 10.4" ng/ml"),(8.7 +
5.1 "ng/ml") respectively.The results of this study indicate that the elevation of estradiol and prolactin
hormones may implicate these hormones in the aetiology of" breast cancer"..
Recommendations: This learn lines recommends emphasizing the necessity of cooperation between
the Ministry of Health and the Ministry of Commerce and protecting them from dangerous behavior by
providing them with sufficient support and guidance to stay away from the hormonic products and
focusing on the extension programs in the protection of the community through educating them with
the guidance programs
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Various simple and complicated models have been utilized to simulate the stress-strain behavior of the soil. These models are used in Finite Element Modeling (FEM) for geotechnical engineering applications and analysis of dynamic soil-structure interaction problems. These models either can't adequately describe some features, such as the strain-softening of dense sand, or they require several parameters that are difficult to gather by conventional laboratory testing. Furthermore, soils are not completely linearly elastic and perfectly plastic for the whole range of loads. Soil behavior is quite difficult to comprehend and exhibits a variety of behaviors under various circumstances. As a result, a more realistic constitutive model is
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